HomeMy WebLinkAbout08-06 Design Site PlanLOCAL UTILITIES
Frederick County Sanitation Authority
P. 0. Box 1877
Winchester, Virginia 22604
(540) 868 -1061 P.O.C. John Whitacre
Aileghany Power
3463 Valley Pike
Winchester, Virginia 22604
(540) 722 -5852 P.O.C. Cindy Laing
Verizon
404 Hillandale Lane
Winchester, Virginia 22602
(540) 665 -3156 P.O.C. Terry Persons
Adelphia Cable
1039 N. Frederick Pike
Winchester, Virginia 22601
(540) 667 -0364 P.O.C. Brent Liles
Shenandoah Gas
P. 0. Box 2400
Winchester, Virginia 22604
(540) 869 -1111 P.O.C. Tim Hockman
OWNER:
GEORGE M. SEMPELES
331 Woodbine Road
Clearbrook, VA 22624
Phone: 540- 662 -5802
Contact: George M. Sempeles
DEVELOPER:
AROGAS, INC.
P.O. Box 580
St. Peters, MO 63376
Phone: 636- 947 -0255
Contact: Pat Manning
DESCRIPTION
"For the purpose of plan approval, Dennie D. Dunlap III
shall be the Responsible Land Disturber.
When the contract is awarded, the contractor shall name
a person who is certified by the Virginia Department of
Conservation and Recreation as a Responsible Land
Disturber. The Responsible Land Disturber shall be
transferred from Dennie D. Dunlap III to the certified
person named by the contractor prior to the initiation
of land— disturbing activity."
I \DEX OF SHEETS
TRIAD PROJECT NUMBER 07 -05 -0676
iihI'H: AL COMMHRC h: c HNTF:
STI H: ,T, 'T''IISTiIC'1'
FIEDERICK COUNTY, MGI IA
SHE NT NO.
i I
COVER SHEET C -1
NOTES AND LEGEND C-2
EXISTING CONDITIONS C 3
SITE PLAN C
GRADING AND E &SC PLAN C--5
UTILITY PLAN C 6
LANDSCAPE PLAN C 7
STRIPING PLAN C 3
SANITARY 8c STORM SEWER PLAN L(.N PROFILES C 9
STORM SEWER PLAN PROFILES C -1 CJ
ROAD PLAN PROFILES C --11
E&SC NOTES AND DETAILS C -12
CONSTRUCTION DETAILS C --13
VDOT CONSTRUCTION DETAILS C. -14
VDOT CONSTRUCTION DETAILS C -15
APPROVAL
FREDERICK COUNTY ZONING ADMINISTRATOR
*Srlb PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL
*SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL
REZONING REQUEST PROFFER
Property Identification Number 34—A -2 and 34—A -4
StonekQ Magisterial District
Frederick County, Virginia
VICINITY MAP
1" =1 000'
200 Aviation Drive
P.O. Box 2397
Winchester, VA 22604
Phone: 540 -667 -9300
Fax: 540 -667 -2260
E —mail: office ®triad winc.com
Preliminary Matters
Pursuant to Section 15.1- 491.1 et. seq., of the code of Virginia, 1950, as amended, and the provisions of the Frederick County
Zoning Ordinance with respect to conditional zoning, the undersigned applicant hereby proffers that in the event the Board of Supervisors
of Frederick County, Virginia, shall approve Rezoning Application for the rezoning of 94.75 acres from Rural Area (RA) Zoning
District to Light Industrial (M -1) and 9.00 acres from Rural Areas (RA) to Highway Commercial (0-2) development of the subject
property shall be done in conformity with the ton a and conditions set forth herein, except to the extent that such terms and conditions
may be subsequently amended or revised by the applicant and such be approved by the Frederick County Board of Supervisors in
accordance with Virginia Law. Should this petition for rezoning not be approved by the Board of Supervisors then these proffers shall be
withdrawn and of no effect whatsoever. These proffers shall be binding upon the applicant and their legal successor or assigns.
Seal Dhor,:^nment Plan
The dksrelopment of the subject property. and the submission of any Master Development Plan shall be in conformance with all
pertinent Co ..sty regulations and shall be in substantial conformity with the Generalized Development Plan (GDP). dated March 8, 2004,
which is att. :rie•i hereto and incorporated herein by reference.
6iur 1. "^revenant'^.
The ;ant shall design and construct an industrial access road including entrance improvements on U.S. Route 11 consistent
the Cai.r t,/ s adopted North East Land Use Plan for the arse. and according to uniform standards established by the Virginia
aeF: ;r;, ^e:: 4 V ronsportation (VDOT), and as may be provided in these proffers as illustrated on the Generalized Development Plan which
ie attacker, weto and incorporated heroin by reference. The road improvements shall include the following:
Along the property frontage on U.S. Route 11, the applicant shall construct curb and gutter and storm sewer with a 12' or
wider lane widening consistent with VDOT commercial entrance standards. The applicant shall dedicate an additional 14' of
right of way along property frontage with U.S. Route 11. Two 38' or larger commercial entrances shall be installed in
a ^.rirwed locations, one south and one north of the industrial access road intersection. (See 1 on the GDP). The southern
..,nimsrcial entrance shall be right in /out in accordance with VDOT requirements.
b. The applicant shall construct an industrial access rood to VDOT standards with centerline intersection equal to the centerline
intersection of Rest Church Rood and U.S. Route 11. The industrial access shall connect with Woodbine Rood. (See 1 on
the GDP). The configuration and location of this connector road addition to the road system shall be adjusted to conform
with actual proposed use of the site subject to Frederick County and VDOT approval at the site plan stop of development.
The right of way width for this road shall be 80'.
a The applicant shall modify the proposed VDOT stoplight from 3 way to 4 way Intimation. (See 3 on the GDP).
d. The applicant shall enter into a signalization agreement invoMng partial cost shoring for the Woodbine Rood/Route 11
intersection. Establishment of the signalization agreement will correspond with development of the industrial (141) portion of
the site, and will therefore occur prior to approval of the flat site pion for M1 development. The timing for ultimate
signalizatkm of the intersection will be determined by VDOT.
a The applicant agrees to provide a TIA for each industrial (M1) use at the tins of site pion. Additional sheet improvements
suggested by the TIA will be negotiated with VDOT as a part of the land use permit.
js ,y.eS_ n Fe
The development of the subject property, and the submission of any Master Development Plan shall include the following landscape
design features provided in these proffers and as illustrotad on the Generalized Development Plan dated March 8, 2004 which is attached
hereto and incorporated herein by reference:
A twenty foot (20') landscaped green strip along the U.S. Route 11 frontage portion of the sits. (See 5 on the GDP).
Features within the landscaped green strip include a low berm (30' or lees) with suitable low profile landscaping that will not
conflict with sight distance at entrances.
On Site Development
The applicant expects the industrial zoned portion of the site to develop with a minimum of 1 and maximum of 8 end users
depending on marketing conditions at the time of sale. Covenants and restrictions of record shall control the standards of construction
to include:
a. Facade materials of building facing street to be concrete masonry (CMU) brick. architectural block, dry vit or other simulated
stucco. real or simulated wood or gloss.
b. All building within the development on the property shall be constructed using compatible architectural style and materials. and
signage for such buildings shall be of a similar style and materials.
c. M building within the property shall be developed as o cohesive entity, ensuring that building placement, architectural
treatment, parking lot lighting, landscaping. trash disposal, vehicular and pedestrian circulation and other development elements
work together functionally and aesthetically.
M,}jjnal Site Proffers
In addition to the proffers above, the applicant shall implement the following design standards in construction on this site:
a. All utilities to be underground.
b. 2. caliper street tress on 50' centers along both sides of industrial access road.
c. Stormwater management pond facilities shall be lined with impervious liner materials to preclude groundwater impacts.
mod. M commercial and industrial structures shall have a gsotechnical analysis and study prepared prior to sits plan approval.
e. My use involving the retail or wholesale sole of diesel fuel for over the road track carriers shall not be conducted or
performed on this site either in the commercial or industrial zones.
Monrtary Contribution to Offset Imoor_t of Develofimspt
The undersigned, who owns the above described property hereby voluntarily proffers that if the Board of Sup.M.ors for the County
of Frederick. Virginia approves the rezoning for the 112.2681 acre sits lying on the east side of U.S. Route 11 In the Stonewall
Magisterial District of Frederick County, Virginio from RA to M -1 and 8 -2, the undersigned will pay to Frederick County for the
Clearbrook Firs and Rescue Company the sum of $15, 000.00, the Sheriff's Office the sum of $3, 000.00 and the Administration Building
the sum of $2,000.00 for a total payment of $20,000.00. at the time the first building permit is issued
The conditions proffered above shall be binding upon the heirs. executors, administrators, assigns and successors in interest of the
Applicant and Owner. In the event the Frederick County Board of Supervisors grant said rezoning and accepts these conditions, the
prrrffered conditions shall appy to the land rezoned in addition to other requirements set forth in the Frederick County Code.
ENGINEERING, INC.
www.triadeng.com
CIVIL DESIGN TEAM
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GENERAL NOTES:
1. Any discrepancies found between the drawings and site conditions
or any inconsistencies or ambiguities in drawings shall be immediately
reported to the engineer in writing, who shall promptly address such
inconsistencies or ambiguities in writing. Work done by the contractor
after his discovery of such discrepancies, inconsistencies or ambiguities,
without clarification from the engineer of record, shall be done at the
contractor's risk.
2. Contractor shall furnish all materials, labor and equipment required
and shall perform all work including restoration for the completed
installation of utility systems and all other improvements shown or
implied as necessary. Unless otherwise noted, specifications for all
work shall be in accordance with the applicable Standards and Contract
Specifications of the Virginia Department of Transportation,
Virginia Department of Health, County of Frederick, Frederick County
Sanitation Authority, and the contract documents.
3. Contractor to verify the exact location of all existing utilities and
notify the Engineer of any conflicts with existing and proposed
utilities. Damage to existing utilities shall be the Contractor's
responsibility. Forty -eight (48) hours prior to any excavation
call "Miss Utility" 1 -800- 552 -7001.
4. Contractor shall be responsible for all construction stakeout. All
dimensions and elevations shown on the contract documents shall be
field verified by the Contractor prior to beginning work.
5. Contractor shall obtain, at his expense, all permits required prior to
starting work and shall adhere to the conditions imposed.
6. Any unusual subsurface conditions encountered during the course
of the work shall be brought to the attention of the Geotechnical
Engineer Owner.
7. Access by emergency vehicles must be maintained at all times. Access
to fire hydrants must not be impeded at any time by parked cars,
construction materials, soil stockpiles, etc.
8. Refer to architectural drawings for exact building dimensions.
CONSTRUCTION NOTES:
EARTHWORK NOTES:
1. Erosion and sediment control measures shall be in place prior to
performing any significant earth disturbing activities. This plan is
incomplete without the Erosion Control Narrative and all addendums.
A preconstruction conference shall be held prior to the issuance
of the land disturbing permit. The contractor shall arrange the
meeting with the County E SC Administrator.
2. All materials used for fill or backfill shall be free of wood, roots,
rocks, boulders or any other non compactible soil type material.
Unsatisfactory materials also include man -made fills and refuse
debris derived from any source.
3. Satisfactory material for use as fill for public streets include materials
classified in ASTM D -2487 as GW, GP, GM, GC, SW, SP, SM, SC,
ML and CL groups. The moisture content shall be controlled within
plus or minus 3 percentage points of optimum to facilitate compaction.
Generally, unsatisfactory materials include materials classified in ASTM
D -2487 as PT, CH, MH, OL, OH, and any soil too wet to facilitate
compaction. CH and MH soils may be used subject to results of the
Geotechnicat Report and upon approval from VDOT.
4. Materials used to construct embankment for any purpose, backfill around
drainage structures or in utility trenches or any other depression requiring
fill or backfilt shall be compacted in strict accordance with the requirements
outlined in the Geotechnicat Report. All materials proposed for use as fill
shall be approved by the geotechnical engineer prior to placement as
controlled fill, and representative samples shall be obtained one week
prior to placement of that material to allow time for completion of the
necessary laboratory tests. Tests shall be conducted by a certified materials
testing laboratory and the certifications made by a licensed professional
engineer representing the laboratory.
5. All fill material compacted by heavy compaction equipment shall be placed in maximum
12 -inch loose lifts. All fill material compacted by hand- operated tampers or light
compaction equipment shall be placed in maximum 6 -inch loose lifts.
6. Fill material placed below and extending ten(10) feet beyond the foundations for the
structure shall be compacted to at least 100 percent of the laboratory maximum dry density
as determined by the Standard Proctor method (ASTM D 698). Fill placed within the top
one (1) foot of pavement subgrade areas shall also be compacted to 100 percent of the
maximum dry density as determined by ASTM D 698. Fill placed below the top one (1)
foot of pavement subgrade areas shall be compacted to not less than 95 percent of the
maximum dry density as determined by ASTM D 698. The moisture content of the soils
shall be at or within three (3) percentage points of the optimum moisture content.
7. Field density tests shall be performed in accordance with ASTMD 2922 (nuclear method).
A minimum of three field density tests shall be performed for each lift of fill placed or a
minimum of every 2,500 square feet of fill placed to confirm the required soil compaction.
Trench backfill shall be tested at a frequency of not less than one test per lift per 250 lineal
feet of trench.
8. Compaction tests for street pavement structure shall be made in cut and
fill areas at the minimum frequencies prescribed by VDOT.
9. Changes or revisions to these construction plans shall not be made
without approval by the owner, engineer and all applicable regulatory
agencies.
ROAD NOTES:
1. Subgrade on cut shall be compacted for a minimum of one (1) foot
in depth. Subgrade in fill shall meet the compaction requirements stated
above at all levels.
2. Areas of wet or soft material under roads or buildings shall be partially
over- excavated and replaced with suitable material as directed by the
Geotechnical Engineer.
3. Gravel used in base courses shall be constructed on a compacted
subgrade free of organic matter. Base course aggregate shall be
VDOT type 21 -B and shall be placed and compacted in a moist
condition so that the fines remain mixed with the coarser material.
4. Asphaltic concrete, where applicable, shall be applied to the prepared
gravel subbase following the application of a liquid asphalt prime coat.
Asphalt shall consist of a plant -mixed bituminous material rolled smooth.
The asphalt surface shall be smooth, seamless and of a uniform texture.
Asphalt material shall comply with the minimum specifications required
by the VDOT Road and Bridge Specifications.
5. Roadwork within existing or planned VDOT right of way shall conform
to the latest editions of the Virginia Department of Highways Road
and Bridge Specifications and Standards and Virginia E SC Regulations.
VDOT General Notes
vi. 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 any other applicable state,
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 additiona I 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 Hines 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 nnaterial 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 acceptedl 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 lilts 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 doily, 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 construc+• ;:m. Copies of all
invoices for materials utilized within any dedicated street right -of -way must be provided to the local VDOT Residency OM:- 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 ceroied 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 VIM-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 representati 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 explore,a b.ILw the bottom
of the excavation to dletermine 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 plants 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.
FCSA CONSTRUCTION NOTES:
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa- water.com.
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements.
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 waiter 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 mainitenance 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:
1) The meter box„ with its frame and cover, must be properly aligned with the coppersetter.
2) the frame and cover to be set to final grade.
3) the distance between the top of the cover and the coppersetter shall be between 18 and 21 inches.
4) all components; of the meter box assembly shall be in proper working order.
9. For water and sewerr services that connect to existing lines:
a) The location off the service lateral is to be coordinated with the Authority's Engineering
Assistant.
b) An Application ifor Service must be made and fees paid before work will begin.
c) The Authority shhall 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 (tine must have a backflow prevention assembly (double check valve or RPZ, as required.) The assembly
must meet ASSE staindard 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 inmediately before the backflow prevention unit. Radio read remotes are required.
12. FCSA Engineer shalll review the mechanical drawings containing the domestic and fire service meters and backflow prevention
devices, and approwe the designs and materials.
ARCH.
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E.P.
ELEV.
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F.E.S.
F.F.
F.H.
F/L
G.V.
HORIZ.
INV.
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LAT.
LT.
MH or M/H
MIN.
NE
NW
P.C.
P.I.
P.T.
PVC
PVI
PVT
R
R.D.
RT.
SAN. SEW. or S
SEW.
STD.
STM. SEW.
SE
SW
S/W
S.F.
STR.
T.B.
TPD
U/G
VERT.
W/L
X -ING
ABBREVIATIONS
ARCHITECT
CENTERLINE
CLASS
CLEAN OUT
CONCRETE
CURB GUTTER
DIAMETER
EDGE OF PAVEMENT
ELEVATION
EASEMENT
EXISTING WATER
EXISTING
FLARED END SECTION
FINISHED FLOOR
FIRE HYDRANT
FIRE LINE
GATE VALVE
HORIZONTAL
INVERT
IRON ROD SET
LATERAL
LEFT
MANHOLE
MINIMUM
NORTH EAST
NORTH WEST
POINT OF CURVE
POINT OF INTERSECTION
POINT OF TANGENT
POLYVINYL CHLORIDE
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL TANGENT
RADIUS
ROOF DRAIN
RIGHT
SANITARY SEWER
SEWER
STANDARD
STORM SEWER
SOUTH EAST
SOUTH WEST
SIDEWALK
SQUARE FEET
STRUCTURE
TOP OF BANK
TRIPS PER DAY
UNDERGROUND
VERTICAL
WATERLINE
CROSSING
GENERAL SITE PLAN NOTES:
1. Tax Map No. 34 -A -4
2. Magisterial District: Stonewall
3. Zoning: B2
4. Developer.
Arogas, Inc.
P.O. Box 580
St. Peters, MO 63376
5. Site area: 3.45 acres (Lots 2B 2F)
Area dedicated for blvd. extension: 0.21 acres
Area dedicated for access road: 0.64 acres
6. Disturbed area: 3.45 acres
7. Use:
Existing: Vacant
Proposed: Commercial
8. Building setback limits:
Required:
Front 50' (along Rte. 11)
Front 35' (along Business Blvd.)
Side 0'
Rear 0'
Provided:
Front 167.76'
Side 52.63'
Rear 172'
9. Retail setback limits:
Required (petroleum pumps):
Any road R.O.W. 20'
Required (canopy):
Any road R.O.W. 5'
Provided (petroleum pumps):
Any road R.O.W. 40.35'
Provided (canopy):
Any road R.O.W. =28.62'
10. Maximum floor area ratio (FAR): 1.0
FAR 5,625 sq. ft. 150,469 sq. ft. 0.0374
11. Parking analysis:
Retail (Convenience Market):
Required:
1 space per 200sf of floor area
5,625sf/200sf 28.1
Spaces required 29
Total Parking:
Required spaces 29 including 2 handicap spaces
(1 van accessible)
Provided:
29 proposed spaces (including 2 handicap spaces)
12. Loading spaces:
Required:
1 per each 40,000 sq. ft. of floor area
(5,625 sq. ft.) (40,000 sq. ft.) 1 req'd space
Provided:
1 space at least 12' wide x 45' long
EXISTING
ar r
-2900
2898
2876.3
0
PROPOSED
x
SEE SHEET C -12
SEE SHEET C -12
010 aka ese0
2900
?A3.66
LEGEND
ROADS
ROAD CENTERLINE
CURB
CURB TAPER
SIDEWALKS
HEAVY DUTY ASPHALT PAVEMENT
STANDARD DUTY ASPHALT PAVEMENT
STRIPED AREA
BUILDINGS
FENCE
DECIDUOUS TREE
CONIFEROUS SHRUB
PROPERTY LINE
STORM SEWER
INDEX CONTOUR
2898 INTERMEDIATE CONTOUR
SPOT ELEVATION
LIMITS OF CLEARING AND /OR GRADING
PROPERTY CORNER
WATER SERVICE AND METER
SANITARY SEWER LATERAL AND CLEANOUT
SANITARY SEWER MANHOLE
GENERAL SITE PLAN NOTES CON'T
13. Landscaping analysis:
Minimum required landscape area 15%
Landscape area provided 17.4%
See calculations on sheet C -7.
14. Building height(s):
Maximum height allowed in 82 Zoning District 35'
Proposed building height 35'
15. Survey information:
Topography shown hereon was provided by G.W. Clifford Associates in drawings entitled
"Whitehall Commerce Center" dated March, 2005.
16. Trip Generation Data:
Avg. weekday 2 -way volume 4757 (ITE 7th edition, 2003)
17. All dimensions are to face of curb or face of building unless otherwise specified.
18. All proposed curb radii are to be 5' unless otherwise specified.
19. Provide handicap accessible route from handicap CG -12A to handicap parking stalls.
20. Handicap signs shall be placed at all handicap parking spaces, per ADA standards.
21. Refer to architectural plans for exact building dimensions.
2.2. Contractor shall provide proper fire lane signage and marking to meet the
requirements of the governing Fire Marshal's office and the Frederick County code.
23. All future signs shall be permitted through and approved by the Department of
Building Inspections prior to installation.
24. There are no outdoor storage or recreational areas proposed with this facility.
25. All outdoor lighting fixtures shall be directed to prevent glare on adjacent properties.
26. Sign permitting will be issued under a separate submission.
27. The property lies outside the 100 -year ftoodptain based on NAD27 data.
28. All utilities must be underground.
29. Lot and property information is in reference to the Subdivision Design Plan for
Whitehall Commerce Center by PHR&A, dated 11/30/05.
FREDERICK COUNTY INSPECTIONS DEPARTMENT NOTES:
1. Buildings shall comply with The Virginia Uniform Statewide Building Code and Sections 306,
Use Group F (Factory and Industrial) of the International Building Code /2000. Other Code
that applies is CABO A117.1 -98 Accessible and Usable Buildings and Facilities. Either Fire
Fire Barriers or Fire Suppression System shall be installed on areas over 12,000 sq. ft.
2. Design Professional lic. in VA shall seal the structural plans submitted for permit application
and special inspection requirements of Chapter 17 of IBC shall apply to this type of
structure. (soils, concrete, steel etc.)
LIL1D
TRIAD ENGINEERING, INC.
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33A -A -1 2
:K T. AUDR A. MANNING
ZONE: 2
USE: COMMERCIAL 1
INST. #030012513 1
NN,
IN
e
EX. 20' i `7
SAN. E N
tI1V= 632 22
-t 5_ ts -7
RIM 640.01
i
-6 U S ROUTE 11 It/. IN= 635.46
E� V. OUT= 635.31
MARTINSBU 22 PIKE 80- R,/ sTA. -a-
N. POSTED SPEED 45 M.P.H.
N
TOP= 639.45 N
INV. OUT =635 35 1
�v a D4
II TOP= 635.55 I f
INV. IN =631 45
II INV OUT =6335 1. S v'ti r ti y s.\ I
W� i
I E X. TRAFFJC I
ES-4 SIGNAL I
I 1 ESMT. s
INV. GOUT= 631.06 50' BRL
N. a 1 .,1._ N PIN •3,4-A-2 i 1
RA GEbRGE M. M.PELE\, 1
DRAINAGE
ESMTT. CAROL T. S MPELE
DB.� 909 P 1 159 1 I
67.314, ACRES ORIGINAL
3.500/ACRES ADJUSTED
I
cP
7
,r
i
N. MH
TOP= 62:65 1
'tidal. IN= 623.67
INV. OOZJT-- 623:'7"
1
6__ y
1
TEMPORARY
SEDIMENT
BASIN
E E
18" RQp`
1
I
EX. SAN. lv(H I
TON 635.40
INV. IN= 624.98
INV. OUT =624.78
I -i
33A-A-11
B. 913, PG.313
ZONE: 12
USE: COMiIER A L
H N UNKHOUSE: CO.
640
E
EX. SAN. D1'1
TOP =630
INV. jkl.e 24.32
AY." OUT= 624.12
EX. 20
SAN. ESMT.
1
.7" 7
-.Y.,Y..����,•• -,r ..�Y'� -ma n''-')'-'),-.„,,,
V
i
646
\Q
RIM =6 O
INV. OUT =64 4)'' \`c) 1
1 CO I
1 C3 13
'W.
/7', t Ili 1 "r
E-
E E E-11 E-
15" RCP\ f
1
It I
TOP= 639.72
6 INV. IN= 634.51
v) INV. OUT 634.3
s 1
I
EX. ACCESS
ESMT.
X. SAN. MH
643.65
INV. IN=628,_09
fNV. QUT= 627.89
r �1
1u1`
of U
EX. 2
W /L ES
TOP= 639.83
INV. IN= 633.02 I+
INV. IN= 633.63
INV. OUT= 63��1
2.82
s
I t INV.
:►'I 1 1 INV. T I
1
I N 1
\y i I
i
OP= 639.72
INV+. IN= 634.511
OQ -HMI. •UT= 634.311
1 I I
o cr
1c 1
l
I 4 I
I EX. SAN. MH--\
I TOP= 642.25\
I INV. IN= 629.72
INV. OUT= 629.52
co
Iv
EX. 20'
W/L ESMT.
EX. 20'
DRAINAGE
ESMT.
ES -1
INV. OUT= 631.60
RIM 642.67 151 RCP
INV. IN= 637.32
INV. IN= 637.22
�V. OUT 637.4 2
Q
TOP= 643.80
INV. IN= 639.43
OUT= 639.23
IM =6420 1
IN =638 8O
INV. "QUT= 638.60
4
WALK
�0.
i
W W W
x00 +9 t7I-0,
`s
1
INV. OUT= 641.07
EX. TRAFFIC
SIGNAL
ESMT.
co
RIM=644.83
INV. OUT=640.53
50' BRL
EX. SIDEWALK CURB TO
BE DEMOLISHED FOR
NEW CONSTRUCTION
ENTRANCE
LOT 2F
05-3 --ACRES
tiS DEMOLISHED FOR
ENT
co
34-A-1
REST METHODIST CHURCH
D.B. 798, PG. 406
ZONE: RA
USE: RELIGIOUS
B2 ZONE
M1 ZONE
TOP=646.69
EX. 20'
SAN. ESMT.
,TOP=645.00
1- 114\1 OUT=631.31
EX. SAN. MH
co
1
6 4o 1
'30' PLANTING STRIP
EX. 20'
W/L ESMT.
szo
NOTES:
1. EXISTING CONDITIONS SHOWN ARE BASED ON COMPLETION
OF THE SITE IMPROVEMENTS AS PROPOSED IN PLANS SUBMITTED
BY PHR&A ENTITLED "WHITEHALL COMMERCE CENTER SUBDIVISION
DESIGN PLAN", REVISED NOVEMBER 30, 2005.
2. CONTRACTOR TO NOTIFY ENGINEER/OWNER OF ANY DISCREPANCIES
BETWEEN PLANS AND ACTUAL FIELD CONDITIONS.
40
7- TOP=646.14
IINV. OUT=642.88
50' BRL
0
LOT 2E
2.1607 ACRES
szs ZONED B2
40
1
----.(-1 2B '')--)ThThr-.(-4
2.401 ACRES
cp
80
SAProjects12005\07-05-0676-Arogas\CadthEngineering\Sheets\C 4/13/2006 6:46:07 AM
CURVE
DELTA ANGLE
ARC LENGTH
RADIUS
TANGENT
CHORD DIRECTION
CHORD LENGTH
C1
98'22'06"
70.39
41.00
47.47
N26 °12'19 "W
62.06
I
E--
E T
s
C
1
33A -A -1 2
:K T. AUDR A. MANNING
ZONE: 2
USE: COMMERCIAL 1
INST. #030012513 1
NN,
IN
e
EX. 20' i `7
SAN. E N
tI1V= 632 22
-t 5_ ts -7
RIM 640.01
i
-6 U S ROUTE 11 It/. IN= 635.46
E� V. OUT= 635.31
MARTINSBU 22 PIKE 80- R,/ sTA. -a-
N. POSTED SPEED 45 M.P.H.
N
TOP= 639.45 N
INV. OUT =635 35 1
�v a D4
II TOP= 635.55 I f
INV. IN =631 45
II INV OUT =6335 1. S v'ti r ti y s.\ I
W� i
I E X. TRAFFJC I
ES-4 SIGNAL I
I 1 ESMT. s
INV. GOUT= 631.06 50' BRL
N. a 1 .,1._ N PIN •3,4-A-2 i 1
RA GEbRGE M. M.PELE\, 1
DRAINAGE
ESMTT. CAROL T. S MPELE
DB.� 909 P 1 159 1 I
67.314, ACRES ORIGINAL
3.500/ACRES ADJUSTED
I
cP
7
,r
i
N. MH
TOP= 62:65 1
'tidal. IN= 623.67
INV. OOZJT-- 623:'7"
1
6__ y
1
TEMPORARY
SEDIMENT
BASIN
E E
18" RQp`
1
I
EX. SAN. lv(H I
TON 635.40
INV. IN= 624.98
INV. OUT =624.78
I -i
33A-A-11
B. 913, PG.313
ZONE: 12
USE: COMiIER A L
H N UNKHOUSE: CO.
640
E
EX. SAN. D1'1
TOP =630
INV. jkl.e 24.32
AY." OUT= 624.12
EX. 20
SAN. ESMT.
1
.7" 7
-.Y.,Y..����,•• -,r ..�Y'� -ma n''-')'-'),-.„,,,
V
i
646
\Q
RIM =6 O
INV. OUT =64 4)'' \`c) 1
1 CO I
1 C3 13
'W.
/7', t Ili 1 "r
E-
E E E-11 E-
15" RCP\ f
1
It I
TOP= 639.72
6 INV. IN= 634.51
v) INV. OUT 634.3
s 1
I
EX. ACCESS
ESMT.
X. SAN. MH
643.65
INV. IN=628,_09
fNV. QUT= 627.89
r �1
1u1`
of U
EX. 2
W /L ES
TOP= 639.83
INV. IN= 633.02 I+
INV. IN= 633.63
INV. OUT= 63��1
2.82
s
I t INV.
:►'I 1 1 INV. T I
1
I N 1
\y i I
i
OP= 639.72
INV+. IN= 634.511
OQ -HMI. •UT= 634.311
1 I I
o cr
1c 1
l
I 4 I
I EX. SAN. MH--\
I TOP= 642.25\
I INV. IN= 629.72
INV. OUT= 629.52
co
Iv
EX. 20'
W/L ESMT.
EX. 20'
DRAINAGE
ESMT.
ES -1
INV. OUT= 631.60
RIM 642.67 151 RCP
INV. IN= 637.32
INV. IN= 637.22
�V. OUT 637.4 2
Q
TOP= 643.80
INV. IN= 639.43
OUT= 639.23
IM =6420 1
IN =638 8O
INV. "QUT= 638.60
4
WALK
�0.
i
W W W
x00 +9 t7I-0,
`s
1
INV. OUT= 641.07
EX. TRAFFIC
SIGNAL
ESMT.
co
RIM=644.83
INV. OUT=640.53
50' BRL
EX. SIDEWALK CURB TO
BE DEMOLISHED FOR
NEW CONSTRUCTION
ENTRANCE
LOT 2F
05-3 --ACRES
tiS DEMOLISHED FOR
ENT
co
34-A-1
REST METHODIST CHURCH
D.B. 798, PG. 406
ZONE: RA
USE: RELIGIOUS
B2 ZONE
M1 ZONE
TOP=646.69
EX. 20'
SAN. ESMT.
,TOP=645.00
1- 114\1 OUT=631.31
EX. SAN. MH
co
1
6 4o 1
'30' PLANTING STRIP
EX. 20'
W/L ESMT.
szo
NOTES:
1. EXISTING CONDITIONS SHOWN ARE BASED ON COMPLETION
OF THE SITE IMPROVEMENTS AS PROPOSED IN PLANS SUBMITTED
BY PHR&A ENTITLED "WHITEHALL COMMERCE CENTER SUBDIVISION
DESIGN PLAN", REVISED NOVEMBER 30, 2005.
2. CONTRACTOR TO NOTIFY ENGINEER/OWNER OF ANY DISCREPANCIES
BETWEEN PLANS AND ACTUAL FIELD CONDITIONS.
40
7- TOP=646.14
IINV. OUT=642.88
50' BRL
0
LOT 2E
2.1607 ACRES
szs ZONED B2
40
1
----.(-1 2B '')--)ThThr-.(-4
2.401 ACRES
cp
80
SAProjects12005\07-05-0676-Arogas\CadthEngineering\Sheets\C 4/13/2006 6:46:07 AM
Date: 02 -24 -2006
Cadd file no.: C- 03.DWG
Job no.: 07 -05 -0676
Scale: 1"= 40'
01314 Op
t‘. D 2)/
0DENNIE D. DUNLAP DIa
No. 035809
ti
S' /ONAL
PROI-ts ZONAL SEAL
F
N
E--
E T
s
C
1
33A -A -1 2
:K T. AUDR A. MANNING
ZONE: 2
USE: COMMERCIAL 1
INST. #030012513 1
NN,
IN
e
EX. 20' i `7
SAN. E N
tI1V= 632 22
-t 5_ ts -7
RIM 640.01
i
-6 U S ROUTE 11 It/. IN= 635.46
E� V. OUT= 635.31
MARTINSBU 22 PIKE 80- R,/ sTA. -a-
N. POSTED SPEED 45 M.P.H.
N
TOP= 639.45 N
INV. OUT =635 35 1
�v a D4
II TOP= 635.55 I f
INV. IN =631 45
II INV OUT =6335 1. S v'ti r ti y s.\ I
W� i
I E X. TRAFFJC I
ES-4 SIGNAL I
I 1 ESMT. s
INV. GOUT= 631.06 50' BRL
N. a 1 .,1._ N PIN •3,4-A-2 i 1
RA GEbRGE M. M.PELE\, 1
DRAINAGE
ESMTT. CAROL T. S MPELE
DB.� 909 P 1 159 1 I
67.314, ACRES ORIGINAL
3.500/ACRES ADJUSTED
I
cP
7
,r
i
N. MH
TOP= 62:65 1
'tidal. IN= 623.67
INV. OOZJT-- 623:'7"
1
6__ y
1
TEMPORARY
SEDIMENT
BASIN
E E
18" RQp`
1
I
EX. SAN. lv(H I
TON 635.40
INV. IN= 624.98
INV. OUT =624.78
I -i
33A-A-11
B. 913, PG.313
ZONE: 12
USE: COMiIER A L
H N UNKHOUSE: CO.
640
E
EX. SAN. D1'1
TOP =630
INV. jkl.e 24.32
AY." OUT= 624.12
EX. 20
SAN. ESMT.
1
.7" 7
-.Y.,Y..����,•• -,r ..�Y'� -ma n''-')'-'),-.„,,,
V
i
646
\Q
RIM =6 O
INV. OUT =64 4)'' \`c) 1
1 CO I
1 C3 13
'W.
/7', t Ili 1 "r
E-
E E E-11 E-
15" RCP\ f
1
It I
TOP= 639.72
6 INV. IN= 634.51
v) INV. OUT 634.3
s 1
I
EX. ACCESS
ESMT.
X. SAN. MH
643.65
INV. IN=628,_09
fNV. QUT= 627.89
r �1
1u1`
of U
EX. 2
W /L ES
TOP= 639.83
INV. IN= 633.02 I+
INV. IN= 633.63
INV. OUT= 63��1
2.82
s
I t INV.
:►'I 1 1 INV. T I
1
I N 1
\y i I
i
OP= 639.72
INV+. IN= 634.511
OQ -HMI. •UT= 634.311
1 I I
o cr
1c 1
l
I 4 I
I EX. SAN. MH--\
I TOP= 642.25\
I INV. IN= 629.72
INV. OUT= 629.52
co
Iv
EX. 20'
W/L ESMT.
EX. 20'
DRAINAGE
ESMT.
ES -1
INV. OUT= 631.60
RIM 642.67 151 RCP
INV. IN= 637.32
INV. IN= 637.22
�V. OUT 637.4 2
Q
TOP= 643.80
INV. IN= 639.43
OUT= 639.23
IM =6420 1
IN =638 8O
INV. "QUT= 638.60
4
WALK
�0.
i
W W W
x00 +9 t7I-0,
`s
1
INV. OUT= 641.07
EX. TRAFFIC
SIGNAL
ESMT.
co
RIM=644.83
INV. OUT=640.53
50' BRL
EX. SIDEWALK CURB TO
BE DEMOLISHED FOR
NEW CONSTRUCTION
ENTRANCE
LOT 2F
05-3 --ACRES
tiS DEMOLISHED FOR
ENT
co
34-A-1
REST METHODIST CHURCH
D.B. 798, PG. 406
ZONE: RA
USE: RELIGIOUS
B2 ZONE
M1 ZONE
TOP=646.69
EX. 20'
SAN. ESMT.
,TOP=645.00
1- 114\1 OUT=631.31
EX. SAN. MH
co
1
6 4o 1
'30' PLANTING STRIP
EX. 20'
W/L ESMT.
szo
NOTES:
1. EXISTING CONDITIONS SHOWN ARE BASED ON COMPLETION
OF THE SITE IMPROVEMENTS AS PROPOSED IN PLANS SUBMITTED
BY PHR&A ENTITLED "WHITEHALL COMMERCE CENTER SUBDIVISION
DESIGN PLAN", REVISED NOVEMBER 30, 2005.
2. CONTRACTOR TO NOTIFY ENGINEER/OWNER OF ANY DISCREPANCIES
BETWEEN PLANS AND ACTUAL FIELD CONDITIONS.
40
7- TOP=646.14
IINV. OUT=642.88
50' BRL
0
LOT 2E
2.1607 ACRES
szs ZONED B2
40
1
----.(-1 2B '')--)ThThr-.(-4
2.401 ACRES
cp
80
SAProjects12005\07-05-0676-Arogas\CadthEngineering\Sheets\C 4/13/2006 6:46:07 AM
CURVE
DELTA ANGLE
ARC LENGTH
RADIUS
TANGENT
CHORD DIRECTION
CHORD LENGTH
C1
98 °22'06"
70.39
41.00
47.47
N26 °12'19 "W
62.06
33A -A -12
C T. AUDREY A. MANNING
ZONE: M2
USE: COMMERCIAL
INST. #030012513
d
0 0
O
0
EDGE OF CONC.
38' O.C.
(TYP.)
0 0
0 1 0
0 0
o
144'
139` t
0 0
FUELING
CANOPY
ABOVE 0
h�1 _L_
t
0 0
0 0
11
o
Ft
EDGE OF CONC.
UEL
TA K AREA
CONCRETE
80'
0
m
J L;1 CJ ■U
CO
ti
(0
13=0 NO
In
N
l• -■l `J ■o
i
30'
180'
DETAIL "A"
L
FUEL
TANK
AREA
CONCRETE
FUELING
CANOPY
ABOVE
DETAIL "B"
70'
7
33A-A-11
B. 913, PG.3'13
ZONE: '2
USE: COMFIER L
H N UNKHOUSE: CO.
U. S. ROUTE 11
MAR- TINSBURC -PIKE 80-' R/W
POSTED SPEED 45 M.P.H.
SCALE: 1 =20'
SCALE: 1 =20'
ASPHALT
PIN 34 -A -2
GEORGE M. SEMPELES
CAROL T. SEMPELES
GINAL
i JSTED
CIO 11.101
DIRECTIONAL
SIGN
i
DIRECTIONAL
SIGN
1
R =30'
1 DUMPSTER
1 PAD
1
1
1
1
1 1
1
1
'd.
R =30'
X E.P.
R =30'
OM ONO
c R =30'
0 1 R =55'
0
E.P.
N1 °36'Tent 91.00
WIII■ AM. 411110
N22 °58'44 "E 171.42'
PLANTING
STRIP
N75 °23'22 'W
90.00'
STD. TYPE III
BARRICADES
34 -A -1
REST METHODIST CHURCH
D.B. 798, PG. 406
ZONE: RA
USE: RELIGIOUS
WI& IMO
N
r
1
Ole• .111M. 111111. 0111MIMINI.Ow MI* OM.
SEE
DETAIL "A"
If;
co MN. Meg
S22 44 W 57.53'
50' R/W
IIMMEMO
N22"58'44 "E 409.01'
NOTES:
1. EXISTING BUSINESS BOULEVARD TO BE EXTENDED APPROXIMATELY
92' TO ACCOMODATE NEW ACCESS ROAD ENTRANCE. CONTRACTOR
SHALL MAINTAIN TYPICAL ROAD SECTION FOR THE EXTENSION PER
THE "WHITEHALL COMMERCE CENTER SUBDIVISION DESIGN PLAN
REVISED NOVEMBER 30, 2005, BY PHR&A.
IMP IN.
LOT 2E
2.1607 ACRES
ZONED B2
LO
DIRECTIONAL
IT
WINO Mat
STD. TYPE III
BARRICADES
40 O 40
SCALE: 1 -40'
4
DIRECTIONAL
SIGN
R =10' ASPHALT
S22 565 T 2 DIRECTIONAT
SIGN
ID INFORMATIONAL CG -6
SIGN 50' BRL
—CONC.
co
c
o
tisi
7 5 D OOR
SERVICE S TATIO N
W/ CONVENIENCE
MARKET
5625 SF
FF= 643
MID
CATEGORY 'B' FULL
SCREEN ZONING BUFFER
1
1
J
o
w
I
of
73o
N
Zto
C0
1
1
J
80 1 20
0
r 1
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m n
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z
n
TRIAD ENGINEERING, INC.
1
0
cc
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to
0
0
z
0
0
0
w
0
w
0
2
0
W
J
J
a.
ors
PROFESSIONAL SEAL
0
0
0.
Y
0
0
0
c4
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a- Z
cc cc o
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m
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CC
‚:u'ID
TRIAD ENGINEERING, INC.
PROFESSIONAL SEAL
I ICK T. T A. MANNING
ZONE: 2
I USE: COMMERCIAL r
I INST. #030012513 r
N.
1 I l
1
ES-2
W/ EC -1
LEGEND
TITLE
TEMPORARY STONE
CONSTRUCTION
ENTRANCE
SILT FENCE
STORM DRAIN INLET
PROTECTION
TEMPORARY
DIVERSION DIKE
TEMPORARY
SEDIMENT BASIN
OUTLET PROTECTION
TOP 635.55
INV. IN =631 45
INV. OUT =635
SYMBOL
PIN \3,4—A-2
GE8GE M. M.PELE
CAROL T. S MPELES\
DB 909 P 1 159 1
67.314 ACRES ORIGINAL
3.500 /ACRES —II ADJUStED
r r
TOP= 639.45
CO. INV. OUT =64
RIM 640.01
IN IN=635.51
I IN= 635.46
V. OUT= 635.31
1 1
1
1 11
1
TOP= 639.83 1
INV. IN= 633.02 i y
INV. IN= 633.63
INV. OUT= 632.82.., 1 \-t
EX. 20'
DRAINAGE
ES MT.
TOP= 640.09
INV. IN= 636.08
INV. OUT= 635.88
ES -1
INV. OUT= 631.60
EX E.P.
RIM =642.67 151 RCP RIM= 644.83
INV. IN= 637.32
INV. IN= 637.22
I _LNV.
OUT
CONC. WAIX
l lnl
I
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INV. OUT= 640.53
FES #1
INV. 632.40
FF=643.82
STR #1
34 —A -1
REST METHODIST CHURCH
D.B. 798, PG. 406
ZONE: RA
USE: RELIGIOUS
TOP= 646.69
STR #11
tP STR #9
48" CMP
RISER
638
-638
NOTES:
1. STORMWATER MANAGEMENT TO BE HANDLED VIA A REGIONAL
STORMWATER MANAGEMENT FACILITY ON THE EASTERN PORTION
OF THE SITE BY OTHERS. REFER TO THE "WHITEHALL
COMMERCE CENTER SUBDIVISION DESIGN PLAN REVISED
NOVEMBER 30, 2005, BY PHR&A FOR DESIGN DETAILS.
LOT 2E
2.1607 ACRES
ZONED B2
64
SCALE:1 -40'
Drawing
Number:
Job No.: 07 -05 -067
2
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T. 8c AUDRE A. MANNING
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USE: COMMERCIAL
INST. #030012513
ZONE: M2
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7
INV `63.2.47
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INV. OUf =623: 7-
co or
\N S. ROUTE 1
MAR-TINSBURQ, -PIKE
I POSTED SPEEp 45
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TOP =635.59
INV. IN =631 45
INV. OUT =6335
I
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I TEMPORARY
SEDIMENT
BASIN
E--
18" RCP
ES -1
INV. OUT= 631.06
EX. 20'
DRAINAGE
ESMT.
N PIN S.4 -A -2
GEGE M.
CAROL T. S
DB.\ 909 P
67.314 ACRES
3.500 ACRES
EX. SAN. 14H 1
TOP =635.60
INV. IN= 614.98
INV. OUT=624.78
4
EX. SAN. `01
TOP =630
INV. .11)1.6
Of. OUT= 624.12
I\ 1
4
6 4 3 0
1
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33A-A-11
B. 913, PG.313
ZONE: ,2
\USE: COMi1ER *L
H N" UNKHQ-USE
E
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1
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INV.
RIIM 640.01
1 IN ly. IN =635.51
10V. IN= 635.46
88-' R H IV OUT= 635.31
M.P.H.
TOP= 639.45
OUT= 635.35
MPEL 8c
MPELES\
1 159 1
i ORIGINAL
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EX. 20'
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1
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INV. OUT =64
1 1
1 Q
0 642
E IE
EX. DtP W W C .v__
I' 1
EX. TRAFFIC
SIGNAL
ESMT.
EX. ACCESS
ESMT.
TOP= 643.80
INV. IN 639.43
NY. 0UT= 639.23
X. SAN. MH
643.65
INV. IN= 2109 1_,
QUT= 627.89
I
1
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TOP= 639.72
INV. IN= 634.51
INV. OUT 634.3
EX. 20' J 1
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TOP= 640.09
INV. IN= 636.08
INV. OUT= 635.88
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W/L ESMT.
EX. 20'
DRAINAGE
ESMT.
15"
1
TOP= 639.83
INV. IN= 633.02 1+
INV. IN= 633.63
INV. OUT 632.82
CP
TOP 639.72
INV. IN =634.51
INV. OUT= 634.31
1
0
EX. SAN. MI
1 TOP 642.25
1 INV. IN= 629.72
INV. OUT= 629.52
at se
EX 8 S R #3
TOP=639.83
Rc
INV. OUT=631.60
EX. 20'
NEVV 20'
W/L ESM
1 10
N.
RIM-642.67 151 RCP
INV. IN=637.32
INV. IN=637.22
INV. OUT 637.42
se
C T
NINON. MINIM
I ti
E E
RIM =644.83
INV. OUT= 640.53
1.111111. OIMM
STR #1
34-A-1
REST METHODIST CHURCH
D.B. 798, PG. 406
ZONE: RA
USE: RELIGIOUS
TOP=646.69
6 la
STR #6
EX. 20'
SAN. ESMT.
EX. SAN. MH
TOP=645.00
OMNI* OMEN.
MEM* WNW
ESMT.
=WO NNW
NOTES:
1. DOMESTIC WATER TO SITE TO BE PROVIDED BY A 1" CORPORATION
STOP AND 1" WATER METER IN LOCATION SHOWN. PROPOSED
LATERAL SHALL BE 1" CTS POLYETHYLENE TUBING INSTALLED AT A
MINIMUM DEPTH OF 48".
2. CONTRACTOR SHALL ABANDON AND GROUT IN-PLACE EXISTING
SANITARY SEWER IN VICINITY OF BUILDING AND COREDRILL EXISTING
MANHOLES AT NEW INVERTS.
E E
LOT 2E
2.1607 ACRES
ZONED B2
II NV. OUT= 642.88
=NM INIM
40 0 40
IIMMO
1
1
80 120
ERIAD
TRIAD ENGINEERING, INC.
Cn
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Number:
C-6
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Job No.: 07-05-0676
I AR
31
h-
Acer rubrur
Reek Maple
B&B
2-2 1/2" CAL.
Fl
10
Forsythia intermedia
Border Forsythia
CO T.
36" HT.
\_IM
\15
Ilex meserveae 'Blue Girl'
Blue \Girl Holly
CO T.
36" HT.
iTB
108
Taxus baccata
English Yew
CCiNT.
36" HT.
VD
t
Vibrnum dentatum
1
Arrowwbod Viburnum
I
CONT.
36" HT.
ZS
2
Zelkova serrata I
Japanee Elm
BB
N2-2 1/2" CAL.
1
EE
1
N.
____1 s•—_—________________ E E .„„,F E E-,..--
1
ZONING BUFFER "B"
LANDSCAPE NOTES:
I_ANT LIST
TRE S
KEY QUAN. SCIENTIFIC NAME
3 PLANTS PER 10 LINEAR FEET
AT LEAST THREE SPECIES OF PLANTS
1/3 BEING DECIDOUS
REQUIRED:185/10=18.5*3=56 PLANTS
PROVIDED:72 PLANTS
4 SPECIES OF PLANTS
1/3 DECIDOUS=24 DECIDOUS PLANTS
'7
100,000/2,000SF =50 TREES
127,899-100,000/5,000SF= 6 TREES
TOTAL REQUIRED =56 TREES
TOTAL TREES P ROVI D ED =56 TREES
E E- 1
COMMON
INTERNATIONAL SOCIETY
OF ARBORICULTURE
DO NOT HEAVILY PRUNE THE TREE AT PUNTING.
PRUNE ONLY CROSSOVER LIMBS. CO-DOMINANT
LEADERS ______AND BROKEN OR MAD BRANCHES.
SOME INTERIOR TWIGS AND LATERAL BRANCHES
MAY BE PRUNED____• HOWEVER_,,___DO NOT RYE
THE TERMINAL BUDS OF BRANCHES THAT
EXTEND TO THE EDGE OF THE CROWN.
STAKE TREES ONLY UPON THE APPROVAL
oi lf EE 'll s if L
mat IN G DOP AL E ARCHITECT
WRAP TREE TRUNKS ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT.
SEE WRAPPING DETAIL
MARK THE NORTH SIDE OF THE
IN THE NURSERY, AND ROTATE TREE
TO FACE NORTH AT THE SITE WHEN EVER
POSSIBLE.
GRADE OR 25-50 MIA 1-2 IN.)
SET •TOP OF ROOT B ALL TO
HIGHER IN SLOWLY NG SOILS.
200 WA IN.)
50 AIM (2 ITILMULCH. DO NO RACE
MULCH IN MNIACT WITH TREE TRUNK.
MAINTAIN THE MULCH WEED-FREE FOR
A MINIMUM OF THREE YEARS AFTER
PLANTING.
NOTE: FOR DIMENSIONS OF
PLANTING AREAS TYPES OF SOIL
AMENNENIS, ok SOIL REPLACEMpIT.
SEE soil_ IMPROVEMENT DETAILS.
NOTES
1 1 1 t ■6111
1 t 1 1
INTERNATIONAL SOCIETY OF ARBORICULTURE
1400 WEST ANTHONY DRNE
PAWN, IL 61821
217 355-9411
21 355-9516 FAX
EACH TREE MUST BE PUNTED SUCH THAT
/THE TRUNK RARE IS VISIBLE AT THE TOP
OF THE ROOT BALL TREES WHERE THE TRUW
FLARE IS NOT VISIBLE SHALL BE REJECTED.
1800 NiAnDiAkt IAN,. DO NOT COVER THE TOP OF THE ROOT
400 MM 1 PREFERRED BAU- WITH BOB-
1111
1111
111
1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETNL
100 MM (4 IN.) _HIGH EARTH SAUCER
1,11 BEYOND B DF ROOT BALL
11111
t If REMOVE ALL TWINE, ROPE AND WIRE, AND
VA ',WT BURLAP FROM TOP HALF OF ROOT BALL
1 WIT
IF PLANT 15 SHIPPED WITH A WIRE BASKET AROUND
THE ROOT BALL, WI THE WIRE BASKET IN FOUR PLACES
AND FOLD DOWN 200 1A14 (8 IN.) INTO PLANTING 11011.
PLACE ROOT BALL ON UND(CAVATED
OR TAMPED SOIL
TAMP SOIL AROUND ROOT BALI.
BASE FIRMLY WITH FOOT PRESSURE
SO THAT ROOT BALI. DOES NOT SHIFT.
O TREE PLANTING DETAIL B&B TREES IN ALL SOIL TYPES
NOTE THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.)
SQUARE OPEN RD THE SKY, AND NOT COVERED WARY PAVING OR GRATING.
REQUIRED: 1 TREE PER 10 PARKING SPACES= 3 TREES REQUIRED
TOTAL TREES PROVIDED=3 TREES
.11-
IE S. ROUTE 11
--PIKE 80 -R/W
POSTIAM SPENEQ 45 M.P.H. N
N r7
REQUIRED: 1 TREE-2,000 S.F. IMPERVIOUS AREA FOR FIRST 100,000 S.F.
1 TREE-5,000 S.F. IMPERVIOUS AREA ABOVE 100,000 S.F.
E E E
NAME,
1
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64.
NN
TYP
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DOOR
75' DOOR
SERVICE STATION
'W/
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5625 SF
FF=643.82
LOADING
ZONE 12' X 45'
ASPHALT CONCRETE
TANK
FUEL
AREA
CONC.
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CANOPY
AB
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LLJ
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3 Plants per 10 Linear Feet,
4' Tall, 1/3 Deciduous, 2/3 Evergreen,
10' On Centers
Property To Be Developed
CATEGORY "B" ZONING
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NOT TO SCALE
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PROFFERED BUFFER DETAIL
ALONG US ROUTE 11
NOT TO SCALE
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0-7
Job No.: 07-05-0676
33A —A -12
CK T. AUDREY A. MANNING
ZONE: M2
USE: COMMERCIAL
INST. #030012513
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GEORGE M. SEMPELES
CAROL T. SEMPELES
DB. 909 PG. 1159
67.314 ACRES ORIGINAL
3.500 ACRES ADJUSTED
33A —A -11
B. 913, PG.313
ZONE: Q•/
USE: COMiIER L
H N UNKHGtUSE: CO.
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ZONE 12' X 45'
34 —A -1
REST METHODIST CHURCH
D.B. 798, PG. 406
ZONE: RA
USE: RELIGIOUS
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1. STRIPING SHOWN ON BUSINESS BOULEVARD IS TEMPORARY UNTIL THE
TIME BUSINESS BOULEVARD IS COMPLETED IN ACCORDANCE WITH THE
MASTER DEVELOPMENT PLAN FOR WHITEHALL COMMERCE CENTER PREPARED
BY PHR&A.
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SCALE: 1 HORIZ.
METER SIZE
METER BOX
Opposite Side
METER BOX COVER
5/8'x3/4" or 3/4"
18 In. Dia.
Non Traffic
74M32CRG
Traffic
A32HH -T
1'
24 in. Dia.
Non Traffic
MC -330 (Frame) WITH RML -1 -T (Top Lid)
Traffic
MC -10 (Frame) WITH RML -12 -T (Top Lid)
COPPERSETTER
meter
size
Opposite Side
Same Side
5/8" x 3/4'
VBHC72- 18WD -44 -44-64
VBHIC82- 10WD- 44 -44 -84
3/4°
VBHC72 -18WD- 44-44 -B4
VBHIC82- 18WD -44 -4484
1'
VBHC74-15WD -44 -4484
-N/A-
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25'
50'
A\ �i'\/
SO /L COMPACTED TO 2" BM-2 8" CRUSHED AGG. 21-8
.95X STD. PROCTOR TYPE 1 COMPACTED TO
DENS/TY 95X' STD. PROCTOR
DENS /TY
ACCESS ROAD TYPICAL CROSS SECTION
NOT TO SCALE
1'
SIDEWALK TO BE
THICK CONCRETE ON
2" LEVELING STONE.
(TYPICAL)
CG -7 (TYPICAL)
4" OUTLET 0 3% (2% MI
2 09,
VDOT STD UD -4
WRAP WITH
GEOTEXTILE
.3.5 12'
Lane
12'
Lane
BM -2
2.0%
91' RIGHT-OF-WAY
12'
Lane
12' 12'
Lane Lane
12' 2
Lane
1-
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3.5' 2' 4.0'
/olloo
1.5" SM -12.5A
2 Oz.
5" 21 -B
8" OGB
BUSINESS BLVD.
12,000 TRIPS PER DAY
DESIGN SPEED 45 M.P.H.
DESIGN CATEGORY GS -7
N.T.S.
2.
5' CONCRETE SIDEWALK
TYPICAL)
ALL AGGREGATE LAYERS TO BE
EXTENDED 1' BEYOUND BACK OF
CURB
4" OUTLET 0 3% (2% MIN.)
VDOT STD UD -4 WRAP WITH
GEOTEXTILE
CHANNEL UD -4 COMBINATION UNDER DRAINS
TO DOWNSTREAM DROP INLETS IN ACCORDANCE
WITH V.D.O.T. INSPECTOR REQUIREMENTS.
FIRE HYDRANT TO BE
PLACED BEHIND
SIDEWALK
REVERSED GUTTER PAN TO
MATCH PAVEMENT SLOPE
WHERE SHOWN
CONCRETE SIDEWALK, 3,000 P.S.I..
28 -DAY COMPRESSIVE STRENGTH
(4" MAX. SLUMP, 4% -6% A.E.)
VDOT
CG -6
EXPANSION
JOINT
5.O' OR
B. 0' AS REQU /RED
1.5"
.25" PER 1'
6" X 6" W.W.M.
4" VDOT #57
AGG. BASE
SIDEWALK DETAIL ALONG CURB AND GUTTER
NOT TO SCALE
UILDING FACE OR
LANDSCAPED AREA
2" ASPHALTIC CONCRETE
(VDOT SM -2A)
rr�r r rrVV rr11:�'i %rj
-,e .0 moo •r�
i
2" ASPHALTIC CONCRETE
(VDOT BM -2)
6" CRUSHED AGGREGATE
(VDOT 21B) COMPACTED TO 95%
STANDARD PROCTOR DENSITY
SUBGRADE COMPACTED
TO 100% STANDARD
PROCTOR DENSITY.
TYPICAL ASPHALT PAVEMENT SECTION
NOT TO SCALE
8" CONCRETE SLAB 4000 PSI
W/ #4 BARS 0 16" O.C. EA. WAY
COMPACTED TO 95% PROCTOR
DENSITY
6" CRUSHED AGGREGATE (VDOT
21B) COMPACTED
TO 95% STANDARD
PROCTOR DENSITY.
SEE PLANS
COMPACT SUBGRADE
TO 100% PROCTOR DENSITY
TYPICAL CONCRETE PAVEMENT SECTION
NOT TO SCALE
Opposite Side
12 gauge insulated
copper wire for line
tracing, taped at 10
foot intervals
I sidewalk I 5 ft
41, \X
18" 21"
METER BOX and COVER
3" stone
surrounding
box
8 -10"
1" CTS polyethylene N
tubing (PET) 200
psi with SS inserts
at all connections
saddle with
25'
R
r RAD.
.F°
9" RAD.
7'3 J2
10 j
3' WIDE PAINT STRIPE,
TRAFFIC UNE WHITE
HANDICAPPED USE SYMBOL
NOT TO SCALE
PROVIDE PAINTED SYMBOL IN ALL
HANDICAPPED PARKING STALLS INDICATED ON
SITE PLAN, PAINT 3' -0" x 3' -0" BLUE FIELD
BACKGROUND WITH 3" WHITE BORDER OR AS
REQUIRED BY LOCAL H.C. CODE.
w
1
0
10'
CG -2
CONCREI h.
DUMPSTER PAD
CG -2
n
1
6' HIGH SOLID OPAQUE
WOOD FENCE WITH DOUBLE
SWING GATE (10' WIDE)
CONCRETE
WHEEL PAD
10'
DUMPSTER PAD DETAIL
NOT TO SCALE
meter bo,x
and cover
corp stop 8° min.
stone 1:. r
finished
grade
t6'
Same Side 1' coupling
(PJ X FIP) C14-44
with SS insert and
MIP plastic plug
INSTALLATION NOTES:
1. Exact location of meter box assembly to be approved prior to installation.
2. Water service crossing street
a) Encase in 3" diameter SCI-140 PVC or SDR21 pipe. The piping shall run frorrn one foot beyond sidewalk, across the
street, to one foot beyond sidewalk.
b) Install 12 gauge insulated copper wire (for line tracing) from corp. stop to imto the meter box [wrap wire around corp.
stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve].
5/8" x 3/4 3/4" AND 1° METER !INSTALLATION
-7-
treated 2"x 4' with
top 6' painted blue
24
SEP 05
48'
finished
grade
square skid pad 6" thick
around manhole frame In
developed areas
adjustment rings
(11" max.)
3/4° concrete anchor
bolts (4 each)
concrete ASTMC -150
4000 psi
waterproof coating q
joints are to be sealed
with "0' ring gasket
5'
invert channel to provide a
smooth transition in to out,
for all connections
precast invert or grout
bottom to form channel
0
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12" MIN.
PARKING ONLY
`VAN ACCESSIBLE
WHITE LETTERS SYMBOL
ON BLUE BACKGROUND
METAL SIGN, BOLT
TO PIPE COLUMN
TO BE DISPLAYED AT
SPACES NOTED ON
THE SITE PLAN.
DIA. PIPE COL W/ (2)
COATS ENAMEL (WHITE)
EMBED. 18" INTO CONC.
HANDICAPPED USE SIGN
NOT TO SCALE
NOTE:
SIGN TO BE PER LOCAL
HANDICAPPED REQUIREMENTS.
VERIFY WITH CITY SIZE SHAPE
8" DIA. X 24" DEEP
CONC. FOOTING
PROVIDE SIGN 0 ALL HANDICAPPED PARKING
STALLS INDICATED ON SITE PLAN AND FURTHER
AS REQUIRED BY A.D.A. ACCESSIBILITY GUIDEUNES
FOUND IN APPENDIX A OF PART 36 FOR THE
STANDARDS FOR ACCESSIBLE DESIGN PUBUSHED
BY THE DEPARTMENT OF JUSTICE (1991)
t
STANDARD MANHOLE
-13-
OAD CLOSE
general backfill
concrete
CONCRETE CRADLE
COW
24' select
backfill
STANDARD
general backbit
concrete
concrete
general backfill
CONCRETE ENCASEMENT
TRENCH BEDDING
24' select
backfill
24' select
backfill
CONCRETE ARCH
SANDBAGS FOR
ADDED ST•4B /L/7Y
All backfill to be compacted to
95% of ASTM D698 maximum
density.
general backfifl
24' select
backfill
1/2 O.D.
GALVANIZED STEEL POST
NOTES:
1. ALL LETTERS ARE WHITE ON A RED
BACKGROUND WITH A WHITE BORDER.
2. SIGNS ARE TO BE MOUNTED ON A 4"
DIA. GALV. PIPE POST.
3. BOTTOM OF SIGN TO BE 7' ABOVE GRADE.
4. SIGNS SHALL BE POSTED FACING
NORMAL DIRECTION OF TRAFFIC.
r top of manhole at grade N pavement areas unless
otherwise directed (top shall be set 24' min. above
II I grade in undeveloped areas)
3/4' x 2" butyl
joint sealant
1
R1 1
1' -0" DIA.
CONC. BASE
24' min. in undeveloped areas
finished
grade
1' nominal size butyl joint
sealant applied between
joints and on exterior side
of joints
pipe to manhole
connection to be
by flexible sleeve
3'-0' min.
4'-0' max.
top of bench to be
same elevation as top
of pipe
FINISH GRADE
NOTES 1. Manhole sections shall have an external coating of approved polymer Alm water proofing prlor to Installation.
2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of
water proofing.
3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout.
4. Skid pad to be placed around manholes located in shoulders of roads.
5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be flush in top.
SEP 05
f
NOT TO SCALE
2' -0"
STANDARD STOP SIGN
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(2) COATS 4" WIDE PAINT
STRIPING TRAFFIC UNE
WHITE, TYP. ALL H.C.
STALLS TO BE SINGLE
STRIPED. (TYP.)
HANDICAP USE SIGN 1
.5'
10'
HANDICAPPED PARKING STALLS
NOT TO SCALE
SDR 35 spigot
by gasketed
bell 45° bend
SDR 358'x4'
gasketed bell wye
SDR 35 spigot by
SDR 21 gasketed
bell adapter
location marker
finished
grade
SDR 21 gasketed
pipe and fittings
4' pipe at 2.00%
minimum grade
property
line
SEWER LATERAL
FOR MAIN WITH COVER 15 FT OR LESS
-17-
3' minimurm
SCH 40
solvent
weld crap
f
�/��//W�%/���/�4 %v
�Ir
stone
5'
36' min..
cover
2 treated 2'x 4' with
\4 top' 6' painted green
SEP 05
sanitary
sewer main
finished
grade
Valvco, Inc.
Fig. No. 71 BOB
with lid marked
'SEWER'
bottom section
of box
SDR 21
SDR 21 wye k
•,a%ir
i':.v ..:tii�'v'�fi.+r•Aa :ci. °.C.iv "t:
6" stone bedding
SEWER CLEANOUT
-19-
concrete skid pad
18'dlax6'deep
4' stone
Panella Model PA4SV -CSK (4')
cast iron cleanout cap with brass
plug having a countersunk square
head
SDR 21 cleanout pipe
brick base
SDR 21 45° bend
SEP 05
AMP
TRIAD ENGINEERING. INC.
www.trtadenkcom
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SUBBASE LAYER
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MsHTO u -252
NON- PERFORATED OUTLET PIPE FOR
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(OVERLM r -0" AT srdpS 1
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Af
PAVEMENT 3
NOTES:
1. 4 M4•4JN. PROVIDED ATTAINING IRWIN 4"' OF AGGREGATE ENT TOP or PIPE.
2. t R Y4:C1 mN HOLEECT S. -P�ORX D DUT1 E DES ARE HOT rU REt
3. INVERT ELEVATION AT OUTLET END OF OUT11 ET PPE TO t£ A M4WUM DP r -0"
tempt !IVERT ELEVATION OF RECEIVING MANAGE TATOt UR STRUCTURE.
4, ALL TOO BE Ak�IE OF DANE IISH O ST R EING T H PAY AS THE O FOR OUTLET PPE
ARE T Ot T' SAME 4RUSFifKI STENGGH M I><►TLET PPE.
5. OUTLET PIPES ARE TO BE INSTALLED ON X22 WN. t3 X OESRAOLEM GRADE AND
LOCATED EVERY 350 mANNUM OR AS NOTED ON PLANS.
E. OUTLET PPE TO BE 5ECWBEI.Y .CONNECTED TO ER-12 OR OTTER DRA WEE
STRUCTURE,
7. WITMN THE UNIT$ OF A COMMERCIAL ENTRANCE. NOM PERFORATED PIPE SHALL 1
UTLIZLZI R1 Lieu Cr PERFORATED PIPE.
0- THE LENGTH OF PIPE BETWEEN THE WYE C•tON11EGT10N NCI TIE EW-T2 SHALL BE
ERA PECTION or THE MAN LNE
MATED TO NO MORE THAN v-O" r0 PENNTE CAM INS
IN EITHER DIRECTION
0. IN SITuATENS WA FAA. DEPTH OR$[ PBIIREO N-GRADCO MATERIAL CININOT
BE MNNTNIEO UNf7ER CURB Iwo OfTTER. NO. Eli It GAGARE Ewa. BE USED
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NON- PERFORATED OUTLET PIPE FOR USE
UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS
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maim STRENGTH
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STANDARD PAVEMENT EDGEDRAIN
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A A t i 6 RE GGATEE
CURB AND GUTTER SECTION
NOTES:
I. 4- MNMDW. PROVIDED OMEN kliNsiN 4- Or A TTY DGPE T O O ATE P O R N TOP OF PIPE..
2. YMEN TE
IINf�+1I', MAw E q E� bRArkY1 I V WPES� OnO.
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TITER ORARAIOE
7. IWO* THE mils Er A c0 0 RCDA. ENTRANCE. NOM- PEPrORATED t E SHALL OE
Malmo It LAW of OF PPFHFORk1EDPIPE. ALE,_
9: THE LENGTH LENGTH IPE T HAN THE
T- 0' TO PE M4 T CAMERA NSPE I CtION CF THE TANN uNE
T�D Np MORE THAN r-
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STANDARD PAVEMENT EDGEDRAIN
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REVISED ON 7/03
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CENTER LINE SECTION
MR TYPE 35!LECY MATERIALS
TRENCH PLACEMENT
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R WALL 1 113 E55 060 MIES
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STANDARD COMBINATION UNDERDRAIN
(AT LOWER END OF CUTS)
ViR01NrA DEPNiTMENT OF rRANSPONTAT10N
PLAN VIEW
(PLACEMENT OF CD -1 COMBINATION UNDERDRAIN)
pp GENE NOTES H
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-N CUTLET PPE ON .Low SIDE ONLY.
E. NVERT E EtEEVATE DF RE DRAINAGE DITCH oR i T
7 WNW OF T•0 MOVE
BE OF THE S AGE onta 0 D TFIEROTit AS THE OUTLET PIPE.
OWLET ARE TO
B. OUTLET PIPE Ttl RE SECURaY QONtcE'CUR TO ETA -1Z 04 OTHER ORMRAGE $TRLICTIIRE.
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TRIAD ENGINEERING. INC.
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