HomeMy WebLinkAbout58-07 Donovan Trucking & Excav. - Office, Truck Maintenance - Backfile (2)Z
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CENERAL NOTES
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction, must be provided prior to issuance of the site development permit. The approval of these plans in
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor -shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
24. All utilities to be located underground.
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc.
FCSA CONSTR UCTION NOTES
1. The Authority's Water and Sewer Standards and Specifications are available at www.fesa-water.com
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
6. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The contractor must:
1. make application and pay deposit
2. mark the tap location.
3. coordinate installation with the engineering -assistant.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size.
It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant.
b) An Application for Service must be made and fees paid before work will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the
meter.
e) The Authority will install all sewer laterals.
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013.
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read
remotes are required.
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and
its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
HANDICAPPED PAR ZINC NOTE
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
MOT GENERAL NOTES
Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia
Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
Sediment Control Regulations, and an other applicable state g y pp ,federal or local regulations. In case of a
discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall
govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in
accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control
flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic
signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the
sole responsibility of the developer to locate and identify utility facilities .or items that may be in conflict
with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from
this responsibility.
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 any field revision
shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held
by the engineer and/or developer with the attendance of the contractor, various County agencies, utility
companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required
or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
public roadway via a construction entrance that is constructed and maintained in accordance with Section
3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected
by this project shall be maintained through construction. The Developer shall have, within the limits of the
project, an employee certified by the Virginia Department of Conservation and .Recreation (VDCR) in Erosion
and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous
basis for proper installation and operation. Deficiencies shall be promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end
of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict
points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered
during the course of construction shall be immediately brought to the attention of the engineer and VDOT.
Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved
by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
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 location. When soil samples are submitted to
private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project
to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards
and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted
in six (6) inch 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 right-of-way. At the
direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT
Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless
specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
VDOT minimum design standards and is the responsibility of the developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the
Manual On Uniform Traffic Control Devices.
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
start of construction. Copies of all invoices for materials utilized within any dedicated. street right-of-way
must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader.
Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road
and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified
copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking
stone depths, a VDOT representative shall be notified and given the opportunity to be present during the
construction and testing of the density control strip.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
Specifications. Density shall be determined using the density control strip as specified in Section 315 and
VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the
opportunity to be present during the construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger
shall be explored below the bottom of the excavation to determine the type and condition of the foundation.
The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to
placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding,
or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation
stabilization shall be determined by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three (3) years from the date of the approval letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified
by VDOT.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after
grading is mostly complete.
FIRE MARSHALS NOTE
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshal's Office.
TRIP CENERA TION DA TA
CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD
130 INDUSTRIAL PARK 1,000 S.F. 9,060 S.F. 6 PER 1,000 S.F. 54
OF GROSS FLOOR AREA
* T N FROM ITE TRIP GENERATIO 7TH EDITION
UTILITY CONTA CTS
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297 .
(540) 868-1061 (301) 954-6282
Power: Allegheny Power Gas: Shenandoah Gas Co.
P.O. Box 1458 P.O. Box 2400
Hagerstown, MD 21741 Winchester, VA 22604
1-800-654-3317 (540) 869-1111
Virginia Utility Protection Service 1-800-552-7001
EXISTING INTERMEDIATE CONTOUR - -' _330 - A '�
EXISTING INDEX CONTOUR ---------------------------
PROPOSED CONTOUR 400
EXISTING EDGE OF PAVEMENT EX E/P
PROPOSED EDGE OF PAVEMENT PROP E/P
EXISTING CURB AND GUTTER EX C&G
PROPOSED CURB AND GUTTER
PROP C&G
TRANSITION FROM CG-6 TO CG-6R
CG-6 V CG-6R
EXISTING TELEPHONE LINE
- - _ - - - -
-T- -T -T- -
PROPOSED TELEPHONE LINE
T
EXISTING STORM SEINER
EX. 15" RCP
PROP. 15" RCP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
_ _ S - - - - S - - - -
PROPOSED SANITARY SEWER
S
EXISTING ELECTRIC SERVICE
- - E - - - --
PROPOSED ELECTRIC SERVICE
E
EXISTING GAS LINE
-
PROPOSED GAS LINE
G
PROPERTY LINE
®® ®®®
FLOW LINE
.......® ... --.- ... _ ... -► ... ... -�
FENCELINE
x x x
EXISTING POWER POLE
EXISTING. TELEPHONE PEDESTAL
EXISTING WATERLINE W/ TEE
®W- -- w- - W®
PROPOSED WATERLINE W/ TEE
W
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
__W - - - - W- -0 - _. W.®......
PROPOSED WATER METER
V4 -0YV
PROPOSED REDUCER
STOP SIGN
PARKING INDICATOR
INDICATE'S THE NUMBER OF TYPICAL PARKING SPACES
A,2
HANDICAP PARKING
&
VEHICLES PER DAY COUNT
100
PROPOSED BUILDING ENTRANCE
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT
n
S r
SANITARY MANHOLE IDENTIFIER
12
STORM DRAIN STRUCTURE IDENTIFIER
O
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION X 735.4
PROPOSED SPOT ELEVATION X355
EXISTING TREE LINE
1. Boundary survey was performed by:
GREENWAY ENGINEERING Dated: June 26, 2003
2. Aerial, horizontal and vertical control surveys were
performed by: GREENWAY ENGINEERING
(Year)
3. Aerial topographic mapping performed by:
Dated:
OWNERS CERTIFICATE
The f oregoing Site Plan of the land of
DONOVAN TRUCKING AND EXCAVATING
is with the free consent and in accordance with the desires
of the undersigned owners, properties and trustees if any.
DATE
UlidAN
l :.
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
VICINITY MAP
SCALE: 1" = 2000'
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SHEET INDEX
COVER SHEET 1
GEOMETRY Sc UTILITY PLAN 2
LANDSCAPE PLAN 3
THIS PLAN IS A MINOR REVISION TO
APPROVED PLAN #34-06
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
PROTECT INFORMA TION
SITE LOCATIO. _
285 INDEPENDENCE DR.
WINCHESTER, VA 22602
PARCEL IDENTIFICATION NO_.:
64-11-15
LOTARE.d ::
5.00 AC.
DISTURBED ARE.i :
3.81 AC.
CURRENT ZONING :
M-1
CURRENT USE :
MAINTENANCE & REPAIRS (7,200 SF)/OFFICE (1,200 SF)
PROPOSED USE :
MAINTENANCE & REPAIRS (7,860 SF)/OFFICE (1,200 SF)
SIGNS:
ONE APPROVED EXISTING SIGN. (8'W x 6'H)
OU'rD00R LIGHTI"G:
NONE PROPOSED. 14 EXISTING WALLPACKS. ANY FUTURE LIGHTING
SHALL CONFORM TO SEC. 165-35A OF THE FREDERICK COUNTY ZONING
ORDINANCE. ALL OUTDOOR LIGHTING SHALL BE ARRANGED TO DEFLECT
GLARE AWAY FROM ADJOINING PROPERTIES AND PUBLIC STREETS. SOURCES
OF LIGHT ON A LOT SHALL BE HOODED OR CONTROLLED TO PREVENT GLARE
BEYOND THE LOT LINE.
BUILDING HEIGHT:
MAXIMUM ALLOWED=50'-O" PROPOSED= < 20'
(PER REGIONAL AIRPORT AUTHORITY)
BUILDING SETBACKS:
REQUIRED: FRONT: 75' PROPOSED: FRONT: 347.10,
SIDE: 25' SIDE: 44'
REAR: 25' REAR: 42'
F.A.R. CALCULATIONS
LOT AREA = 217,800 S.F. - 5.00 ACRES
PROP BUILDINGS = 8,890 S.F.
9,060 S.F. / 217,800 AC = 0.04 = F.A.R
PARKING CALCULATIONS
REQUIRED PARKING:
OFFICE = 1 SPACE PER 250 S.F.
TRUCK MAINTENANCE = 3 PER BAY
8 BAYS x 3 PER BAY
24 SPACES REQUIRED
OFFICE AREA = 1,200 S.F./250 S.F.
5 SPACES REQUIRED
TOTAL SPACES REQUIRED = 29
TOTAL SPACES PROVIDED = 33
HANDICAP SPACES REQUIRED = 26 TO 50 SPACES
2 SPACE REQUIRED
HANDICAP SPACES PROVIDED = 2
Project Name:
TRUCKING AND EXCAVATING
District:
SHAWNEE MAGISTERIAL DISTRICT
Owner:
Developer:
Engineer Certifying Plan:
GREENWAY ENGINEERING
Project Number:
0518D
Date of Plan: (Month, Day, Year
JULY 20, 2007
Address, Including Zip Code & Telephone No.
219 EMERALD LANE
FRONT ROYAL, VA 22630
(540) 635-8182
Address, Including Zip Code & Telephone No.
219 EMERALD LANE
FRONT ROYAL, VA 22630
(540) 635-8182
Address, Including. Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
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Lic. No. 22837
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DATE: JULY 209 2007
SCALE: N/A
DESIGNED BY. FJG
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FILE NO. 05180
SHEET 1 OF �3
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TI" .. 64-11-16 / APPROVED PLAN #34 06
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2.99 ACRES
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EX. ASPHALT CURB 08 8681rG 1/05 Lo a)
PROP. 2'
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CURB CUT TO BE REMOVED �' ZONE: MI
USE: INDUSTRIAL
/ LOT 15 25' BRL X �— " PROP BO RD CURBCUT
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LOT 17
T.M. 64447
D.C.T. i Cs, LLC
8.4566 ACRES ,
ZONE: Ml
USE: VACANT `
30 15 0 30 60
mmmmod
SGALE: 1" = 30'
4' SQ STL. TUBING - ALL CORNERS AND
CENTERS TO BE SHOP UELDED W/ PLATES
BEHIND WELD POINTS Ixb ROUGH SAUN CEDAR PLANKS
SNS"xl/4' STEEL PLATES
TO RECEIVE b" NO. 'T"
HNGES T3 3"x'/4'x910.
GATE POST
BAR LATCH AND
b'xb' CEDAR POSTS W/ BRACKETS
STL. COLUMN BASEFr
GRADE
b'0. b'0"
DUMP5TER GATE DETAIL.
(NOT TO SCALE)
ON51TE T*rF1C:4L PAVEMENT 5ECTION
NOT TO SCALE
PARKING STALLS ONLY
— 2" SM-125A SURFACE COURSE
6" SUBBASE VDOT STD. 21A, TYPE I
I "ITIffl__t---cz
MTED SUBGRADE
SUBGRADECOMPACTED TO 95:5 DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-1 METHOD)
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
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LOT 12
TJ".. 64-11-12
CARL S. HALES I
4.19 ACRES
ZONE: M1
USE: VACANT
GEOMETRY 4 UTILITY PLAN
SCALE: P = 30'
ON51TE TYPICAL PAVE(" LENT SECTION
NOT TO SCALE
15" SM-125A SURFACE COURSE
3" IBM-25 BASE COURSE
8" SUBBASE VOOT STD. 21A, TYPE I
I I II I I IA COMPACTED SUBGRADE
(COMPACTED TO S5% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-I METHOD)
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
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A VARIABLE UJI0T14 BkMREL)
ACCF65 ANL) 516NACIE
EASEMENT 14ERE5Y
ESTABLJSNE
TO BENEFIT LOTS 15 s 16. -.
SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE
OBSCURED BY VEHICLE PARKED IN SPACE.
F.E.P R SIGN (SEE DETAIL)
RESERVED
INTERNATIONAL SYMBOL PARKING
Of ACCESSIBILITY
44+
0 13' MINIMUM
m Q'1-
N 4.0' MIN.
7.0' MAX.
2% MAX `
5 * * N % MAXIMUM SLOPE ALL DIRECTIONS
WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE,
DIMENSION SHALL BE 8' IN ACCORDANCE WITH RAMP FOR HANDICAPPED MUST BE LOCATED
VUSBC MINIMUM REQUIREMENTS. ADJACENT TO THE AISLE.
HANDICAPPED PARKING SPACE DETAIL
1. OUTDOOR BURNING SHALL BE PROHIBITED AND DEBRIS
REMOVED FROM SITE.
2. ALL CRANES OPERATING ON SITE SHALL BE REQUIRED TO
HAVE AVIATION OBSTRUCTION FLAGS AND/ OR 056RTUCTION
LIGHTS VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT
NIGHT UNLESS LIT. IT 15 CONTRACTORS RESPONSIBILITY TO
PROVIDE FLAGS AND/OR LIGHTS. INTENDED HOURS AND DATES
OF CRANE OPERATION SHALL BE COORDINATED WITH AIRPORT
OPERATIONS 5UPERV15OR NO LESS THAN TWENTY-FOUR HOURS
PRIOR TO CRANE WORK
3. CONCERNING THE TANKS ON-51TEt A CONTAINMENT DIKE d
IMPACT PROTECTION MUST BE PROVIDED IN ACCORDANCE WITH
CHAPTER 34 OF THE IFC. THE STRUCTURE SHOULD ALSO
CONFORM TO 5TADARD5 SET FORTH IN CHAPTER 22 OF THE IFC
AND ALSO THE NFPA. ELECTRICAL PERMIT AND PLANSS SHALL
BE REQUIRED TO EXTEND SYSTEMS TO PUMPS.
r. MARK D, SMITH
.� b Lic. No. 22837
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LANDSCAPE CALCULATIONS
LANDSCAPE AREA REQUIRED=25% OF SITE
102,820 SF (OS)/217,800 (TOTAL SITE)=47.2%
PARKING AREA LANDSCAPING
TOTAL PROPOSED IMPERVIOUS AREA = 108,088 SF
REQUIRED PERIMETER PLANTINGS = 100,000/2000=50 + 8,088/5000=2
TOTAL PERIMETER PLANTINGS REQUIRED = 52 TREES
REQUIRED INTERIOR PARKING LOT = 5% & 1 TREE PER 10 SPACES
33 SPACES/10 = 4 TREES REQUIRED
TOTAL REQUIRED PLANTINGS = 56 TREES
TOTAL PROVIDED PLANTINGS = 56 TREES
OPEN SPACE CALCULATIONS
25% OPEN SPACE REQUIRED =
217,800 SF X 0.25 = 54,450 SF REQUIRED
OPEN SPACE PROVIDED = 102,820 SF OR 47%
NOTE:
MUCH OF THE LANDSCAPING SHOWN IS
EXISTING ON SITE. HOWEVER; SOME OF THE
TREES PLANTED IN CONJUCTION WITH
PREVIOUS PLAN APPROVALS ARE NOW DEAD
AND SHOULD BE REPLACED.
SYMBOL
NO.
COMMON NAME
MIN. SIZE
41
CHINESE HOLLY
3 COAL. CONTAINER
5YM50L
NO.
COMMON NAME
HEIGHT
CALIPER
®
3
PIN OAK
-
211
11
RED MAPLE
-
2"
30
WHITE PINE
4'
2"
I1
FLOWERING PEAR
-
211
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DATE: JULY 20, 2007
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DESIGNED BY EJG
FILE NO. 0518D
SHEET 3 OF 3
07-76