HomeMy WebLinkAbout39-09 Home Depot - Truck Entrance Improvements -Stonewall - Backfile (2)PIN: 54-A-9213
NORTHWESTERN REGIONAL
JAIL AUTHORITY
USE: JAIL
ZONED M1
31.78 AC.
PIN: 54-A-36N
FORT COLLIER GROUP, LLC
USE:WAREHOUSING
ZONED M1
10.95 AC.
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N 32-39' 37"E am 4M _
two 4,10000,00,
KID gum am -- 222.11'
,..........sue
REMOVE EX. CURB
�— PROP. CG-6
I PROP. PAVEMENT
TRANSITION TO SPILL CURB
PROP. CG-6R
REMOVE EX. CURB INLET TOP AND
REPLACE WITH DI-1 TRAFFIC
II BEARING GRATE TOP.
PROP. TOP ELEV = 676.75
J
SDMH /
TOP=677.13
INV IN=670.43
INV OUT=670.33 (15" RCP) J
J�
RELOCATE EX. FENCE
j BEHIND CURB
1 DI
I TOP=676.02 TE 'SW(N ARM
INV OUT=671.67 (15" RCP)----_ ,7
N34.25'04"E am fawn 4M
am a" MWAN-00 am am ftwunw-Now �w
240- 30'
EET & MATCH EX. CURB
CURB & GUTTER
I 75 8RL
CURB & GUTTER
NOTE:
ALL PAVEMENT MARKINGS TO BE
THERMOPLASTIC PAVEMENT MARKING
MATERIAL, TYPE B, CLASS 1.
I I I I I l 1 i l l l l l
SDMH
TOP=674.72
INV IN=670.12
INV OUT=670.02 (18" RCP)
9 P
— -
II 341.78'
IL
II
OR4PMOSO4LE
30 15 0 30 60
IN FEET)
1 inch = 30 ft.
x�
-
PIN: 54-A-91A & 91B
WINCHESTER INDUSTRIAL PROPERTIES III, LLC.
ZONING: M-1
PROPERTY AREA: 50.21 AC
6" SCH. 40 STEEL PIPE
FILLED W/ CONC.
WITH TOP ROUNDED.
a
PAVEMENT OR
FINISHED GRADE
r + 3" COVER
OVER FOOTING
FILL POST w/ CONCRETE
2500 PSI P.C.
CONCRETE MINIMUM
(TYP.)
3"MIN
NOTE
ALL PIPES SHALL BE -6"
PAINTED TRAFFIC YELLOW
PIPE BOLLARD
N.T.S.
REMOVE EX. C&G
PROVIDE TACKCOAT
WP-2—
- VARIES 3'
VARIES
----* _
EX. EDGE OF ---/
PAVEMENT .
VDOT CG-6
4„ SM 12.5A
* CROSS SLOPE= 1/4„J' " EXTEND 21 B
1021B
OR MATCH EXISTING 1 FT. BEYOND BACK
WELL COMPACTED SUBGRADE OF CURB
ENTRANCE WIDENING
N.T.S.
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PROJECT SUMMARY C -1 W Z o
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TAX IDENTIFICATION NUMBER 54-A-91A _ tea%," c0
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EXISTING PARCEL AREA 50.21 acres � A. a ,,,,x a
DEVELOPED PARCEL AREA 50.21 acres p "14
ZONING M-1 p ate. 03
ADDRESS 480 PARK CENTER DRIVE
CURRENT USE INDUSTRIAL
PROPOSED USE INDUSTRIAL w
DISTURBED AREA 8,000 SQ.
N
SETBACK REQUIREMENTS REQUIRE PROVIDED Z G)
FRONT 75' 412.7' 0
SIDE (SOUTH) 25' 341.7'
BUILDING HEIGHT 60' 40'
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OWNER/ DEVELOPER (n ca Q) CL O
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WINCHESTER INDUSTRIAL N L° � 0 0
PROPERTIES III, LLC. r- C:� Ln
P.O. BOX 3524 = C/5 § I-- U-
SPARTANBURG, SC 29304
PHONE: 703-245-6971 —
CONTACT: COPELAND RHEA
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Fire Lane markings and signage is required at all fire hydrants, fire department
connections, curbing not delineated as parking, and all normal and emergency
access points to the structure. The contractor shall coordinate with the Fire
Marshall to ensure these requirements are satisfied.
LEGEND
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
PROPOSED HEAVY DUTY PAVED AREA ...... • .............. -
PROPOSED GRASS AREA ... • ...................... .
PROPOSED EASEMENT AREA ....................... . • - -
DOSTING STORM DRAINAGE & STRUCTURE • ................ -
PROPOSED STORM DRAINAGE & STRUCTURE ...................
EXISTING FENCE ............................. X
PROPOSED FENCE • • ........................... . X
15
.*
LOCATION MAP
SCALE. 1 -2000
SITE PLAN APPROVALS:
SP-75-07 APPROVAL 04-22-08
FCRT
COUER
FVw W -
NAME..-T — DAI: .
SITE PLAN NUMBER 3l -
Approved by Frederick County Zoning Administrator
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE.
Date
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CONSTRUCTION NOTES
GENERAL
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility" 1-800-552-7001.
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
FIRE & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited.
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and
addresses must be posted as construction begins. Parked vehides and staging of construction materials are prohibited
within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time.
EROSION & SEDIMENT CONTROL MINIMUM STANDARDS
1. Permanent or temporary soil stabilization shag be applied to denuded areas within seven days after final
grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to
denuded areas that may not be at final grade but will remain dormant for longer than 30 days, Permanent
stabilization shall be applied to areas that are to be left dormant for more than one year.
2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with
sediment trapping measures, The applicant is responsible for the temporary protection and permanent
stabilization of a# soil stockpiles on site as well as borrow areas and soil intentionally transported from the
project site.
3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized.
Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform,
mature enough to survive and will inhibit erosion,
4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap
sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional
before upstream land disturbance takes place.
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions
immediately after installation.
6. Sediment traps and sediment basins shag be designed and constructed based upon the total drainage area
to be served by the trap or basin,
a, The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and
the trap shall only control drainage areas less than three acres.
b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal
to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin
shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the
structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used
in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while
the sediment basin is utilized.
7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are
found to be eroding excessively within one year of permanent stabilization shall be provided with additional
slope stabilizing measures until the problem is corrected.
8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or
permanent channel, flume or slope drain structure.
9. Whenever water seeps from a slope face, adequate drainage or other protection shag be provided.
10. All storm sewer inlets that are mnade operable during construction shall be protected so that
sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to
remove sediment.
11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet
protection and any required temporary or permanent channel lining shall be installed in both the conveyance
channel and receiving channel.
12, When work in a live watercourse is performed, precautions shall be taken to minimize encroachment,
control sediment transport and stabilize the work area to the greatest extent possible during construction.
Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used
for these structures if armored by nonerodible cover materials.
13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month
period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided,
14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses
shall be met.
15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is
completed.
16. Underground utility fines shall be installed in accordance with the following standards in addition to other
applicable criteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping
device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site
property.
d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and
promote stabilization.
e. Restabilization shall be accomplished in accordance with these regulations,
f,Applicable safety regulations shall be complied with.
17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to
minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is
transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of
each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment
control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This
provision shall apply to individual development lots as well as to larger land -disturbing activities.
18.A# temporary erosion and sediment control measures shall be removed within 30 days after final site
stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local
program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary
measures shall be permanently stabilized to prevent further erosion and sedimentation.
19. Properties and waterways downstream from development sites shall be protected from sediment deposition,
erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff. All
measures used to protect properties and waterways shall be employed in a manner which minimizes impacts
on the physical, chemical and biological integrity of rivers, steams and other waters of the state,
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4•X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
1
---- A %_ Iii1
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
�j C-
FLOW
I
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3.05-1
S>iff"w k ITen
2,. DROP INLET
WITH GATE
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW
CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING
AROUND THE STRUCTURE.
' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE.
SOURCE: VA. DSWC PLATE. 3.07-c
GRAVEL CURB INLET SEDIMENT
FILTER
GRAVEL FILTER
12-
•WIRE MESH
INA pia
f�
•�li��FILTERED WATER
411
•,` �,
SEDIMENT
B -
CONCRETE
CURB INLET
-WAPPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB U41 ETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
• GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
SOURCE: VA. DSWC
PLATE 3.07-E
678 67 MEET ,� MATCH EX. CURB CUR
T _ -
8.29
TC
41
T� LOC /
REMOVE ,E'X./�UXB INLYT TIDP/ ANd
REPLACE W1TIj DI-1 1WF�'
B�Afj#�1G GR•ATL'T0�
/P ,'f0e EL V�= ,67634/ _
/'COP =07.Y`3
r INV IN' 00,43 / �® 7C 70 \ + F>.97
°R �PQVEldT �� R 3 �1i' RAP ® T
' /T ,P"° '
0 rnli ,1R�IN GE/IQAN� T/ �� � 3 %`�
TOP476.02 i i i i` TE -7 x- x- h x- x x x
10 bU f rv5i 97,(1 �� R6) 3 SDMH
X /GATE TOP=677.23
T/i
INV OUT=671.38 (15" RCP) y^-
TC 67 -
IP
b
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4EET &,/`MATCH EX. ORB BLOC
o
l i l i CURB INLETS SUGGEST
i- THERE'S A STRUCTURE IN SDMH
THIS AREA, YET THERE'S NO TOP=674.72
o ABOVE GROUND EVIDENCE
INV IN=670.12
INDICATING SUCH. iNV OUT=670.02 (18" RCP)
I I I
2' R
GR,4PI/CSOW, F
30 15 0 30 60
( /N FEET
1 inch = 30 ft.
NOTES:
I THIS ITEM MAY BE PRECAST OR CAST N PLACE.
2 DMURETE TO BE CLASS A3 E CAST N PLACE,
4000 PSI F PRECAST.
S. COM BWATIOM CURB 6 GUTTER HAYING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAC FOR AS RADIAL COii "TION
CURB i GUTTER.
4. FOR USE WRIT STABLiZED OPEN -GRAVED DfiANAGE
LAYER. THE BOTTOM OF THE CLic IL CUTTER
� BE i AMTO I PARALLEL DEPTH SLOPE
THE PAVEMENT.
56 ALLOWABLE CRfTERN% FOR THE USE OF CG-6
19 BASED ON HROJ10WAY CLASSFICATHDM AND
DESXW SPEED AS SHOWN N APPENDIX A OF
THE ROAM DES= MANUAL N THE SECTION
ON GS tMBAN STMOARDS.
is
• A s s i1 s A, � b P � b.
g A A b. G.
• a a ► - a a a
=THIS AREA MAY 13E CONCRETE
AT THE OPTION OF THE CONTRACTOR
noM
COMBINATION 6" CURB AND GUTTER
1n5
SQ VIRM W DEPARTMENT OF TRANSPORTATION
THE BOTYQM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MRa/" DEPTH OF 7"
IS MARTAiED.
VDOT
ROAD AND BFaQ rF STANOII M
REvom QATE SHEET 1 OF 1
2ttt03
DI-1
PLAN
(GRATE REMOVED)
DENS FOR
CAST IRAN ONLY
DETAIL A
4'-2"
2'-7"
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ZCOLLAR
12"-15"•
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EXISTING STORK DRAINAGE & SiRIICTURE -
PROPOSED STORM DRAINAGE & STRUCTURE -
PROPOSED CURB & GUTTER
DRAINAGE FLOW
EXISTING GRADE
PROPOSED GRADE
PROPOSED EASEMENT AREA
PROPOSED SILT FENCE
SF -
INLET PROTECTION
jSfF�
UMITS OF DISTURBANCE LOD
NOTE:
1. DISTURBANCE IS LESS THAT 10,000 SQ. FT., NO LAND
DISTURBANCE PERMIT REQUIRED.
Permanent Stabilization: All disturbed areas not paved shall receive a
min. 6117 topsoil and be seeded as follows
200lbs Tall Fescue perac.
12 lb Annual Rye perac.
1000 ibs 10-20 20 Fertilizerperac.
2 tons agriculturaf limestone perac
2 tons straw mulch perac.
Permanent seeding w111 occur as the final phase ofconstruction
Temporary Stabilization: Seeding to stabilize areas left denuded for
more than 7days, but not yet at finalgrade shall be as follows
60lbs German Millet perac. (May through September)
601b. Annual Rye perac. (October through Apri/)
450lbs 10 20-20 Fertilizerperac.
2 tons agriculturallimestone perac
2 tons straw mulch per ac.
Seeded areas to be watered and cared for as necessary to provide
grass emergence
%2 SECTION CAST IRON - ►I - %2 SECTION STEEL
NOTES
2'-7"
LUGS TO BE
CAST
T_3i-'., L 2%2" x 21/2" x I/q"
1. DEPTH OF INLET (H) TO BE SHOWN ON
_.
�'
D•-4" LONG
PLANS. FOR DEPTH GREATER THAN 10' USE
STANDARD DI-tA
B
B
A
2. THE "H" DDAENSION SHOWN ON THE
STANDARDS AND SPECFED ON THE PLANS
WILL BE MEASURED FROM THE INI M OF
q
CAST CALV. ONE WELDED
THE OUTFALL PPE TO THE TOP OF THE
-
n
RON STEEL JOINT
STRUCTURE. PLAN "H" DDENtSIONS ARE
E
APPROXIMATE ONLY FOR ESTIMATING
N
66 ± WELD ALL
PURPOSES AND THE ACTUAL DII�NSIONS
BRACEKWAL RIBS
43.6 LBS CONNECTORS
3 L.BS I TO COLLAR
SHALL BE DETEFWED BY THE
CONTRACTOR FROM FIELD COND1704S.
INCLUOM INCLUDING
3. WHEN SPECIFIED ON THE PLANS THE
LUGS 60NNECT
AVERT IS TO BE SHAPED IN ACCORDANCE
WITH STANDARD iS-t THE COST OF
I-T,
FURNISHING AND PLACING ALL MATERIALS
NCNENTAL TO THE SHAP`WG IS TO BE
NCLUDED N THE BID PRICE FOR THE
%2' x 1'/2" x 4"- j
I V2" x 4"
STRUCTURE.
LUGS
I �" I 9/a" I STUD SHEAR
.r.--� CONNECTORS
4.
4. IN THE EVENT THE INVERT OF THE
j.
.
PPE IS HIGHER THAN THE
BOTTOM OF THE STRUCTURE. THE INVERT
SEE DETAIL A
OF THE STRUCTURE SHALL BE SHAPED
WITH CEMENT MORTAR TO PREVENT
SECTION 8-B
STANDNG OR PONDING OF WATER IN THE
STRUCTURE. THE COST OF
COLLAR DETAIL 1/2"
PLACING ALL MATERIALS NCDENTAL
INCIDWG
MIN RAISED
TO
TO INLET SHAPING S TO BE NCLIiDED
LETTERING
N THE BID PRICE FOR THE STRUCTURE.
DUMP NO WASTE DRAMS TO WATERWAYS
5• STEPS ARE TO BE PROVIDED WHEN H IS
4 0 OR GREATER. FOR DETAILS SEE
STANDARD ST-1.
DETAIL ®
6. THIS ITEM MAY BE PRECAST OR CAST-
N-PLACE.
�H�
CLOTH
2'-6" D f
1'-3" SEE DETAI
7. #k4 X 8" SMOOTH DOWELS AT
APPROXIMATELY
4" DEPTH AGGR.
�#68,
I
...,.•.r..,,.,....,.
PLACED IN N ALLAREAS ADJACENT
TO ABUTTNG CONCRETE TO PREVENT
tk78 OR
SETTLEMENT.IN LIEU OF DOWELS
IN8 x 6" } K)TH
�
HOMES
A 2"X4" NOTCH MAY BE PROVIDED.
SEE STANDARD T-DI-3, 4 FOR
3�p
ALTERNATE
P HOLE
WEENOTE 8
fa
ZEE Q I
8. 3" DIAMETER WEEP HOLE W T 12 X12"
WEEP [�, "
n n N
PLASTIC HARDWARE CLOTH MESH
GALVANIZED STEELMINIMUM
R 24"
jU! `u'
WI RE DIAMETE iiki SH
HARDWARE OTH ANCH RED F 21 L
TO THE OUTSIDE OF THE STRUCTURE
NN Ny) lJY1.7UUUULIJUUUUL! -..L
9. CAST W PLACE CONCRETE tS TO BE
•�, o. o � d o CLASS A3 t300D PSI). PRECAST
".....:-.......,... CONCRETE IS TO BE 4000 PSI.
SECTION A -A 1'/2" � •r ���mannavan 10. ANY ALTERNATE METHODS OF ANCHORAGE
CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAE B MAY BEING UB APPROVAL OF THE ENT ER
RO
MAY BE St.�STRUTED FOR THE CAST R20N
LUGS AS MOWN HEREON,
12" CONCRETE PIPE - 1.440 CU. YD_ CONCRETE APPROXIMATE WEIGHT
15" CONCRETE PIPE - 1.528 CU, YD, CONCRETE >*/4•' ��" CAST IRON 11. LDUMPETTERING
NO WASTE DRAMS TO WATERWAY
18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE GRATE 363 ± 18 LBS GRATES, IS LOCAREQTION
OF TALL M
24" CONCRETE PiPE - 1.817 CU, YD, CONCRETE SECTION C-C SECTION D-D VARYtAREBYL tAAC o ERItG MAY
ADnr IIONAL FOOT OF DEPTH. GRATE DETAIL
�vocTT- STANDARD DROP INLET �R
ROAD AMID B�GE STANDARDS
ERENCE
SHEET 1 OF 1 REVISION DATE 1211 - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233
104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
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PIN: 54--A-998 '
NORiMNESTERN REGIONAL
JAIL AUTHORfTY
USE: JAIL
ZONED U1 I
31.78 AC.
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PIN: 54-A-36N
FORT COLLIER GROUP, LLC
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10.95 AC.
4
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------------------- a PUBLIC ROAD
AND MILLER MILLING (PARCEL 54-A-36R) PIN: 54-A-36J
WINCHESTER PASTA, LLC
MANUFACTURING
ZONED M1
39.37 AC.
ACCESSTO HOME DEPOT --------------------------------------------I--------- 2270.26>---------------------------------- -�— ---------------
WAREHOUSE AND FUTURE I _
-- 500,000 S.F. WAREHOUSE FUTURE ACCESS EASEMENT_-]
_
- ------------------------------------------------------------
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OVERALL SITE
SCALE:1 I*=120'
PIN: 54-A-91A & 91B
WINCHESTER INDUSTRIAL PROPERTIES, LLC.
ZONING: M-1
PROPERTY AREA: 25.18 AC
NOTES:
1. Buildings shall comply with The Virginia Uniform Statewide Building Code and section 303-A,
Assembly and Section 304-B, Business Use Group of the International Building Code/2006.
Other Code that applies is ICC/ANSI A117.1-03 Accessible and Usable Buildings and Facilities.
2. Structural plans submitted for permit application shall be sealed by a Virginia Licensed Design
Professional. Please note the requirements in Chapter 17 of BOCA for special inspection
requirements on the type of structure. (Soils,concrete etc..)
I
LEGEND
EXISTING CURB & GUTTER — — —
PROPOSED CURB & GUTTER .........................
PROPOSED HEAVY DUTY PAVED AREA ......................
PROPOSED GRASS AREA ...........................
PROPOSED EASEMENT AREA ...........................
EXISTING STORM DRAINAGE & STRUCTURE . • • • • • • • • • . • . • .....
PROPOSED STORM DRAINAGE & STRUCTURE . • • • • . • • • • • .. • • • . •
EXISTING FENCE ............................. X
PROPOSED FENCE .............................. X
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PROPOSED SMOKE SHELTER AREA
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PIN: 54-A-92B
NORTHWESTERN REGIONAL
JAIL AUTHORITY
USE: JAIL
ZONED M1
31.78 AC.
N 32'39' 37"E
.00000000M GNP OW
.. am .0,000"'No .. asp 222.11'
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REMOVE EX. CURB
(� PROP. CG-6 /
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PROP. PAVEMENT
TRANSITION TO SPILL CURB
PROP. CG-6R
REMOVE EX. CURB INLET TOP AND
REPLACE WITH DI-1 TRAFFIC
BEARING GRATE TOP.
PROP. TOP ELEV = 676.75
SDMH
TOP=677.13
INV IN=670.43
INV OUT=670.33 (15" RCP)
RELOCATE EX. FENCE
BEHIND CURB
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INV OUT=671.67 (15" RCP)
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EXPAND STRIPING 2,
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30 15 0 30 60
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1 inch = 30 ft.
PIN: 54-A-36N
FORT COLLIER GROUP, LLC
USE:WAREHOUSING
ZONED M1
10.95 AC.
0 0
N34.25'04"E
am am Avon--ww am am 00=00-000
240.30'
MEET & MATCH EX. CURB
o�F CURB & GUTTER
75' EiRL
N -
clt
�— CURB & GUTTER
NOTE:
ALL PAVEMENT MARKINGS TO BE
THERMOPLASTIC PAVEMENT MARKING
MATERIAL, TYPE B, CLASS 1.
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SDMH
TOP=674.72
INV IN=670.12
INV OUT=670.02 (18" RCP)
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PIN: 54-A-91 A & 918
WINCHESTER INDUSTRIAL PROPERTIES III, LLC.
ZONING. M-1
PROPERTY AREA: 50.21 AC
6• SCH. 40 STEEL PIPE
FILLED W/ CONC.
WITH TOP ROUNDED.
PAVEMENT OR
FINISHED GRADE i
3- COVER
r OVER FOOTING
FILL POST w/ CONCRETE
2500 PSI P.C.
CONCRETE MINIMUM
(TYP.)
NOTE r
ALL PIPES SHALL BE V-6`
PAINTED TRAFFIC YELLOW
PIPE BOLLARD
N.T.S.
REMOVE EX. C&G
PROVIDE TACKCOAT
WP-2-,
- VARIES 3'
VARIES --
EX. EDGE OF - /
PAVEMENT VDOT CG-6
4° SM 12.5A
* CROSS SLOPE= 1/4n:1' EXTEND 21 B
OR MATCH EXISTING 10" 21B 1 FT. BEYOND BACK
WELL COMPACTED SUBGRADE OF CURB
ENTRANCE WIDENING
N.T.S.
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PROJECT SUMMARY � 1, W ZC3o
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TAX IDENTIFICATION NUMBER 54—A-91A
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EXISTING PARCEL AREA 50.21 acres Li 6 0 a
DEVELOPED PARCEL AREA 50.21 acres o= 0
ZONING M-1 p a 03
ADDRESS 480 PARK CENTER DRIVE
CURRENT USE INDUSTRIAL
PROPOSED USE INDUSTRIAL W
DISTURBED AREA 8,000 SQ. FT. o
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SETBACK REQUIREMENTS REQUIRE PROVIDED z 4) >,
FRONT 75' 412.7' O 4- �=
SIDE (SOUTH) 25' 341.7' >V)> , °
BUILDING HEIGHT 60' 40'
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WINCHESTER INDUSTRIAL , 0 0
PROPERTIES III, LLC. ,, 0 un Ln
P.O. BOX 3524 � I -
SPARTANBURG, SC 29304
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PHONE: 703-245-6971
CONTACT: COPELAND RHEA L L �
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FfiE LANES
Fire Lane markings and signage is required at all fire hydrants, fire department
connections, curbing not delineated as parking, and all normal and emergency
access points to the structure. The contractor shall coordinate with the Fire
Marshall to ensure these requirements are satisfied.
LEGEND
EXISTING CURB & GUTTER —
PROPOSED CURB & GUTTER . . . . . . . ..................
PROPOSED HEAVY DUTY PAVED AREA - ---.----•------------
PROPOSED GRASS AREA ...........................
PROPOSED EASEMENT AREA ...........................
EXISTING STORM DRAINAGE & STRUCTURE . ................ ~
PROPOSED STORM DRAINAGE & STRUCTURE • .... • ... • • .. • • • . -
EXISTING FENCE ........................... -- -- X— -- -- --
PROPOSED FENCE X
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LOCATION MAP
SCALE: 1 =2000
SITE PLAN APPROVALS:
SP-75-07 APPROVAL 04-22-08
FORT
COLUER
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SITE PLAN APPROVAL W o
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NAME DATE,�,Q�,� va �i 0 v0i v=i
SITE PLAN NUMBER _ c �„ . I -
Approved by Frederick County Zoning Administrator
Date
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE.
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CONSTRUCTION NOTES
GENERAL
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care In this work so as to avoid damage to any utilities. Any damage shall be the
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility" 1-800-552-7001.
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
FIRE & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited.
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and
addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited
within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time.
EROSION & SEDIMENT CONTROL MINIMUM STANDARDS
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final
grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to
denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent
stabilization shall be applied to areas that are to be left dormant for more than one year.
2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with
sediment trapping measures. The applicant is responsible for the temporary protection and permanent
stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the
project site.
3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized.
Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform,
mature enough to survive and will inhibit erosion.
4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap
sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional
before upstream land disturbance takes place.
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions
immediately after installation.
6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area
to be served by the trap or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and
the trap shall only control drainage areas less than three acres.
b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal
to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin
shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the
structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used
in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while
the sediment basin is utilized.
7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are
found to be eroding excessively within one year of permanent stabilization shall be provided with additional
slope stabilizing measures until the problem is corrected.
8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or
permanent channel, flume or slope drain structure.
9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided.
10. All storm sewer inlets that are made operable during construction shall be protected so that
sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to
remove sediment.
11,Before newly constructed stomwater conveyance channels or pipes are made operations., adequate outlet
protection and any required temporary or permanent channel lining shall be installed in both the conveyance
channel and receiving channel.
12, When work in a live watercourse is performed, precautions shall be taken to minimize encroachment,
control sediment transport and stabilize the work area to the greatest extent possible during construction.
Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used
for these structures if armored by nonerodible cover materials.
13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month
period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided.
14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses
shall be met.
15, The bed and banks of a water course shall be stabilized immediately alter work in the watercourse is
completed.
16. Underground utility lines shall be installed in accordance with the following standards in addition to other
applicable criteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping
device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site
property.
d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and
promote stabilization.
e. Restabilization shall be accomplished in accordance with these regulations.
f.Applicable safety regulations shall be complied with.
17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to
minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is
transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of
each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment
control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This
provision shall apply to individual development lots as well as to larger land -disturbing activities.
18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site
stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local
program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary
measures shall be permanently stabilized to prevent further erosion and sedimentation.
19, Properties and waterways downstream from development sites shall be protected from sediment deposition,
erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff. All
measures used to protect properties and waterways shall be employed in a manner which minimizes impacts
on the physical, chemical and biological integrity of rivers, steams and other waters of the state.
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT
1. SET POSTS AND EXCAVATE A 4-X4- 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
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4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
FLOW
011il1' -�
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3.05-1
,%erltood k Tyalt
BLOCK AND GRAVEL DROP INLET
SEDIMENT FIL TER
GRAVEL FILTER
J�WIRE SCREEN
1 r- FILTERED WATER
0,
RUNOFF
WATER
.IM
y .
SED
IMENT
PAR
-
. -
Y;. DROP INLET
WITH GATE
SEDIMENT
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW
CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING
AROUND THE STRUCTURE.
' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE.
SOURCE: VA. DSWC PLATE. 3.07
GRAVEL CURB INLET SEDIMENT
FILTER
GRAVEL FILTER;
RUNOFF WATER
SEDIMENT
CONCRETE GUTTER
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT 110LY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
• GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
SOURCE: VA. DSWC
PLATE 3.07-6
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s i MEET, MATCH EX. CURB
678.67 - -
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REMOVE /6./�URB &F TOP, Ai�16
REPLACE W(TIj DI-1 TRf? ;VFI�'
BVARAG/GRATE,'TO/
/PPR� �'J9' EEt`V� = ,67G.'75/
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INS 6�oy43 / / �TO 70 + s 97
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GATE TOP=677.23
INV OUT=671.38 (15" RCP)_^
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CURB INLETS SUGGEST
THERE'S A STRUCTURE IN SDMH
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THIS AREA, YET THERE'S NO TOP=674.72
p ABOVE GROUND EVIDENCE
INDICATING SUCH. INV IN=670.12
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INV OUT=670.02 (18" RCP)
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GRAPH/C,.SCALE
30 15 0 30 60
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( IN FEET )
I inch = 30 ft.
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NOTES:
i THIS ITEM MAY BE PRECAST OR CAST IN PI ACE.
2 CONCRETE TO BE CLASS A3 IF CAST N PLACE,
40M PSI F PRECJIST.
3, LXNBNATIOM CURB 1L GUTTER HAVIh& A RADMJS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAW FOR AS RADIAL COM6NATION
CURB a GUTTER_
4. FOR USE WITH( STA KZED OPEM-GIRAUED ORAINAi3E
LAYER, THE BOTTOM OF THE CURS E GUFTER
SEH&L BE CONSTRUCTED PARAL.L[L TO THE SLOPE
OF SUBBASE CODIiS>ES AMD TO TH£ DEPTH OF
THE PAVEMENT.
5. ALLOWABLE CRIITERIA FOR THE USE OF CG-6
8 BASED ON RlU"AY CLASSFICATION AND
DESM T ROAD MISAINW IN
SECTIION�
ON GS IIMAN STAMARDS.
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b b D b
H3" I 2'-o"
THIS AREA WAY BE CONCRETE
XT THE OPTION OF THE CONTiACTOR
REFERENCESPECFr_ATIION COMBINATION 6" CURB AND GUTTER
*5
502 VIRGINA DEPARTMENT OF TRANSPORTATIDN
THE BOTTOM OF THE CUFH13 AND
GUTTER M0 BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVDED A
HIl& M DEPTH OF 7"
IS MA TTAJED.
ROAD AV BIB ST'MfOA M
REVISION DATE STfET 1 OF 1
20143
EXISTING STORM DRAINAGE k STRUCTURE-
13-
PROPOSED STORM DRAINAGE & STRUCTURE -
PROPOSED CURB do GUTTER
DRAINAGE FLOW
EXISTING GRADE----,
-
PROPOSED GRADE
PROPOSED EASEMENT AREA
PROPOSED SIT FENCE
Sf-
SF-
INLET PROTECTION I P
I P VA
LIMITS OF (NSiURBANCE
NOTE:
1. DISTURBANCE IS LESS THAT 10,000 SQ. Fr., NO LAND
DISTURBANCE PERMIT REQUIRED.
Permanent Stabilization: All disturbed areas not pa vealsha// receive a
min 6 in. topsoil and be seeded as follows:
200 /bs Tall Fescue per ac.
12lb. Annual Rye perac.
1000lbs. 10-20-20 Fertilizerper ac.
2 tons agricultural limestone perac
2 tons straw mulch perac.
Permanent seeding will occur as the final phase of construction
Temporary Stabilization.- Seeding to stabilize areas left denuded for
more than 7 days, but notyet at frnalgrade shall be as follows
60 /bs German Millet perac. (May through September)
601b. Annua/Rye perac. (October through April)
450lbs. 1020-20 Fedilizerperac.
2 tons agricultural limestone perac
2 tons straw mulch per ac.
Seeded areas to be watered and cared for as necessary to provide
grass emergence.
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DI-1 I/2 SECTION CAST IRON --* 1-- %2 SECTION STEEL
2'-7" NOTESLUGS TO 13E V
CAST WITH P-3 L 2%2" x Zy2" x 1/4"1. DEPTH OF INLET (H) TO BE SHOWN ON 1-
COLLAR -r 'D'-4" LONG PTA BAFOR RD DDEAPTH GREATER THAN 10' USE (�
A A B B 2. THE "H" DIMENSION SHOWN ON THE
1 j STANDARDS AND SPECFED ON THE PLANS (n >
1 WILL BE MEASURED FROM/ THE INVERT OF
CAST GAIN, ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE
it r; RON ! STEEL JOINT STRUCTURE. PLAN "H" DUMIONS ARE
! APPROXIMATE ONLY FOR ESTIMATING J
OPTIONAL 66 ± WELD ALL PURPOSES AND THE ACTUAL DMEtJS10NS Q
BRACE RIBS 43.6 LBS CONNECT SHALL BE DETERMINED BY THE
- - 3 LBS I TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. Of Z
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= IT iNCLUDM INCLUDING 3. WHEN SPECFED ON THE PLANS THE W
LUGS �ONiECT INVERT IS TO BE SHAPED IN ACCORDANCE U) 0
WITH STANDARD IS-1. THE COST OF
FURL AND PLACVNG ALL MATERIALS
gl/ " 2'-7" g+/ " I NCDENTAL TO THE SHAPING IS TO BE O Q v
I I . " 14CLLO IN THE � PRICE FOR THE
4'-2' /z' x 1/2 x 4' J f /2 x 'I J fr
W
PLAN LUGS , " I STUD CT 4, W THE EVENT THE INVERT OF THE `.i
('� OUTFALL PIPE IS HIGHER THAN THE
(GRATE REMOVED) BOTTOM OF THE STRUCTURE, THE INVERT Q
SEE DETAIL. A OF THE STRUCTURE SHALL BE SHAPED W LLJ
� WiTH CEMENT MORTAR TO PREVENT
SECTION B-8 STANDING OR POHHG OF WATER iN THE
� L COLLAR DETAIL I/Z"WHIN RAISED STRUCPLACING THE COST OF FINICIIDE iW Q 0
\ L2" WIN TOSHAPING IS TO BE INCLUDED
IN THE BD PRICE FOR THE STRUCTURE.
DIMENSIONS FOR DUMP NO WASTE DRANS TO WATERWAYS 5. STEPS ARE BE FRONDED WHEN IS
4'-0" OR GREEAA TER. FOR DETAILS SEE F-
CAST IRON ONLY STANDARD ST-1. 0 O
DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST- -wj
94-PLACE. 0
DETAIL A 2'-6" ; 7. #4 X 8" SMOOTH DOWELS AT
4 -2 HARDWARE ---� SEE I?ETAI Q
CLOTH 1'"3" APPROXIMATFIY 12 C-C TO BE
2'-7" /- ---;i I PLACED IN ALL AREAS ADJACENT
,/ #68, #78 OR SETTLEMENT.
...�... a.. •.s - TOLE ABUTTING N CONCRETE TO PREVENT
DOWELS 0-)
t e P _ #8 x 6" WIDTH A 2"X4" NOTCH MAY BE PROVD£D. OO
• & SEE STANDARD T-DI-3, 4 FOR Z
CL a a e� " IGN
� ALTERNATE DES.
Fr i N D . ZCOLLAR N
WEEP HOLEONE j SEE NOTE 8 S. 3" DIAMETER WEEP HOLE W T 12"X12" O
PLASTIC HARDWARE CLOTH MESH
$ OR GALVANIZED STEEL WILE Q N
N in 5p M 12"-15"-18" OR(4' - HARDWARE CLOTH WIRE DLAMETER 03ANCHHORED FRM LY + LL_
I)1f1111 i1ff�+771'l1! 11lf711111f171111l1�111! 111f7111 111Tf1t1111f1111 111�7i11 111(711f TO THE OUTSIDE OF THE STRUCTURE. 0
FvN Ny) e - UUL7UUU�LJU�U��U
w e A • m 9. CAST IN PLACE CONCRETE IS TO Q
CLASS AI.3 (3000 PSI). PRECAST n W
".,....-........., n ' CONCRETE IS TO BE 4000 PSI. }} m N
SECTION A -A 11/2" -� �� 10. ANY ALTERNATE METHODS OF ANCHORAGE W O W
SEE DETAE B li " MEETING THE APPROVAL OF THE EWACER i LLJ l_- J
CONCRETE QUANTITIES FOR MIN. DEPTH MORROURN MAY BE SUBSTITUTED FOR THE CAST RON W U Q w
L AS SHOWN HEREON. 0 Q 0 =
U" CONCRETE PIPE - 1.440 CU. YD_ CONCRETE APPROXIMATE WEIGHT (n p
15" CONCRETE PIPE - i,528 CU, YD. CONGRETE �/4' ;+� • CAST IRON 1i. Dlll� NO WASTE DRAWS TO WATERWAY
15" CONCRETE PIPE - 1,528 CU, YD. CONCRETE GRATE 353 ± 18 LBS LETTERING IS REQUIRED ON ALL DI-1
24" CONCRETE PIPE - 1,517 CU. YD, CONCRETE SECTION C-C SECTION D-D WARY BYLMCC��C �RETTi?tiNG MAY Q
ADDITIONAL COOYD
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ROAD AND BRDGE STANDARDS
SHE1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 �
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t04.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 � � 1
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PIN: 54-A-M
NORTHWESTERN REGIONAL
JAIL AUTHORITY
USE: JAIL
ZONED MI
31.78 AI;.
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AND MILLER MIWNG (PARCEL 54—A-36R)
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PIN: 54-A-36N
FORT CMAN GROUP, LLC
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10.95 AC.
PIN: 54—A-36J
WINCHESTER PASTA, LLC
MANUFACTURING
ZONED M1
39.37 AC.
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WAREHOUSE ND
FUTURE
�`` 500,000 SF.AWAREHOUSE FUTURE ACCESS EASEMENT
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_ _______________- PUBLIC ROAD ��------------______------------_-__--------------------____-- �)
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OVERALL SITE
SCALE:1 "=120'
PIN: 54—A-91A & 91B
WINCHESTER INDUSTRIAL PROPERTIES, LLC.
ZONING: M-1
PROPERTY AREA: 25.18 AC
NOTES:
1. Buildings shall comply with The Virginia Uniform Statewide Building Code and section 303-A,
Assembly and Section 304-B, Business Use Group of the International Building Code/2006.
Other Code that applies is ICC/ANSI A117.1-03 Accessible and Usable Buildings and Facilities.
2. Structural plans submitted for permit application shall be sealed by a Virginia Licensed Design
Professional. Please note the requirements in Chapter 17 of BOCA for special inspection
requirements on the type of structure. (Soils,concrete etc..)
LEGEND
EXISTING CURB & GUTTER — —— —
PROPOSED CURB & GUTTER .........................
PROPOSED HEAVY DUTY PAVED AREA . .................... -
PROPOSED GRASS AREA ...........................
PROPOSED EASEMENT AREA .......................... .
EXISTING STORM DRAINAGE & STRUCTURE • .. • • • • • • • • • • • • • • •• =13- _ =
PROPOSED STORM DRAINAGE & STRUCTURE . • . • • • • • • • .. • . • • . •
EXISTING FENCE ........................... - — X—
PROPOSED FENCE ............................. - X
SMOKING SHELTER
(12' X 16')
:ONCRETE PATH
9'X5')
CONCRETE PAD
(13' X 17')
SMOKING SHELTER TO BE PLACED NO CLOSER
THAN 10' AWAY FROM EXISTING BUILDING
PROPOSED SMOKE SHELTER AREA
SCALE:1 "=10I
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