HomeMy WebLinkAbout72-05 ALC, Inc. - Office - Manufacturing - Shawnee - Backfilea
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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 guLarantee 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
t've of the developer must boe available at all times.
representative P
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 mrore than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the fReld inspection.
11. All springs shall be capped and piiped 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 contatinerized 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 adegta.ate 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 anal/or sanitary
sewer lines. Information should also bie 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.
VD0T CENERAL 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 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 osed construction activit VDOT a royal of these fans does not irrdemnif the develo er from
this responsibility. Y PP P Y P
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.
Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
right-of-way.
permits for any work within VDOT right y
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.
Vll. 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
duringthe course of construction shall be immediate) brought to the attention of the engineer and VDOT.
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Work shall cease in that vicinity until an adequate design can be determined by the !, engineer and approved
by VDOT.
LEGEND
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR - -" - --- �-- --- -""®350
PROPOSED CONTOUR 40
EXISTING EDGE OF PAVEMENT _� EX E/P
PROPOSED EDGE OF PAVEMENT PROP E/P
EX G46
EXISTING CURB AND GUTTER
PROP G46
PROPOSED CURB AND GUTTER
G6-6 G6-6R
TRANSITION FROM CG-6 TO CG-6R ---
EXISTING TELEPHONE LINE ---
PROPOSED TELEPHONE LINE T T
EX. 15" RGP
EXISTING STORM SEWER
PROP. 15" RGP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE -
PROPOSED ELECTRIC SERVICE' P P
EXISTING GAS LINE
PROPOSED GAS LINE G Gro
PROPERTY LINE ®-� -•�®
FLOW LINE
FENCELINE =�--'� X # '� * X '� �r :4
EXISTING POWER POLE a
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE I 1
PROPOSED WATERLINE W/ TEE T � V � �
EXISTING FIRE HYDRANT C
EXISTING WATER VALVE ------- �- ®-�
PROPOSED WATER METER ®
VICINITY MAP
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IA. COVER SKEET (PARKING LOT EXP.)
1. COVER SWEET
2A. SITE GRADING PLAN
2B. REVISED SITE PLAN
2C. ASBUILT SWEET (PARKING LOT EXP.)
2D. OVERALL PLAN (PARKING LOT EXP.)
2E. SITE PLAN (PARKING LOT EXP.)
2F SITE PLAN (PARKING LOT EXP.)
3. UTILITY LAYOUT /LIGHTING PLAN
4 EIS CONTROL / SWM PLAN
4A. E �S PHASE f (PARKING LOT EXP.)
45. EIS PHASE 1( (PARKING LOT EXP.)
4C. E46 DETAILS d NOTES (PARKING LOT EXP.)
5. WATER / SEWER PROFILES
5B. PROFILES AND DETAILS
5C. STORM PROFILES (PARKING LOT EXP.)
6. SEWAGE LIFT STATION DETAILS
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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 ro osed construction.
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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.
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 sarnples are submitted to
private laboratories for testing, the samples shall be clear) identified and labeled as belon rn to a ro ect
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to be accepted b VDOT and that testing shall be performed in accordance with all applicable VDOT standards
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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 AA,3HTOi 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
EXISTING REDUCER-�---�` '�
PROPOSED REDUCER
STOP SIGN cr
HANDICAP RAMP (CG-12) � _� %
DENOTES LOCATION OF STD VDOT
CG-i2 D/OR JUR[ISSDDIICFTIfflo�1�,,
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR Al2
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TEST PIT LOCATION ®
HANDICAP PARKING
VEHICLES PER DAY COUNT
PROPOSED BUILDING ENTRANCE
1. MISCELLANEOUS DETAILS
IA. DETAILS (PARKING LOT EXP.)
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THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PUrNS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
T
MARK D. SMITH
No 022837
I yCs
OVAL
PROJECT INFORMATION
_
PARCEL IDENTIFICATION NO.: 164(AD-538 PARKING TABULATIONS:
STREET ADDRESS: 1'10 MARCEL DRIVE
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
eotechnical report has been prepared, it should supersede the requirements in this note.
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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
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in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
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 laced on subgrade b means of a mechanical spreader.
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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.
EXISTING STREET LIGHT
PROPOSED STREET NAME SIGN +
PROPOSED SANITARY LATERAL CLEANOUT 10CURRENT
SANITARY MANHOLE IDENTIFIER 12
STORM DRAIN STRUCTURE IDENTIFIER O6
EASEMENT LINE
CENTERLINE - -
EXISTING SPOT ELEVATION 12.0
+
PROPOSED SPOT ELEVATION 3
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STEVEN CITY, VA 22655 EXISTING BUILDING SQ. FT.: 108,251 50. FT.
TOTAL ORIGINAL SPACES: Ill
TOTAL AREA: 232890 AC TOTAL SPACES REQUIRED: 434
PROJECT AREA: 4.45 AC TOTAL SPACES PROVIDED: EXISTING: Ill
DISTURBED AREA: 4.45 AC PHASE is 336
ZONING: M-I TOTAL: 453
CURRENT USE: OFF ICE/MANUFACTURING PHASE II: 20
PROPOSED ZONING: M-1 TOTAL: 413
PROPOSED USE: OFFICE - PARKING LOT EXPANSION
LANDSCAPING TABULATIONS:
LANDSCAPING SCHEDULE:
TOTAL INTERIOR TREES REQUIRED: 48
EXISTING INTERIOR TREES: 2 PROP. RED MAPLE (68 TOTAL)
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PROPOSED INTERIOR TREES: 46 (MINIMUM 2 -Z 1/2 CALIPER AT TIME OF
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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
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requirements.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. 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 developer/contractor must:
1. make application and pay deposit
2. mark the tap location.
6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
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 developer's/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 stet 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.
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.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty -;;ix (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.
EXISTING TREE LINE ��..>.�^-'
TOTAL INTERIOR TREES PROVIDED: 48 PLANTING.)
TOTAL PERIMETER TREES REQUIRED: 54
EXISTING PERIMITER TREES: 49 PROPOSED BOXWOODS
PROPOSED PERIMITER TREES: 5 COMMON OR LITTLE LEAF
TOTAL PERIMETER TREES PROVIDED: 54 3 WEIGHT s TIME OF PLANTING
TOTAL IMPERVIOUS AREA: 118,480 50. FT. (145 SHRUBS TOTAL - SPACED 4' OFF CENTER)
EXISTING LANDSCAPING TABULATIONS:
FRONT LOT EXTERIOR TREES: 29
INTERIOR TREES: 0
REAR LOT EXTERIOR TREES: 25
INTERIOR TREES: 2 b �°"' ..
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OWNERS CERTIFICATE
The foregoing Site Plan of the land of
JOUAN INC
is with the free consent and in accordance with the desires
of the undersigned owners, properties and trustees if any.
DATE
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APPROVAL
FIRE MARSHALL'S NOTE
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FREDERICK COUNTY ZONING ADMINISTRATOR DATE
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
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 Marshall's Office.
TRIP GENERATION DATA
Project Name:
ALC INC* P24RKING L 0 Irr' EXPANSION
Project Number:
2041 N
CLASS
USE
EMPLOYEES
* TRIP RATE
TRIP RATE USE
VPD
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
9
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
property line.
715
SINGLE TENANT OFFICE
450
3.62
4
1800
Magisterial District:
Date of Plan: (Month, Day, Year)
The contractor shall furnish anid install the meter vault assembly. The Authority will install the meter.
e) The Authority will install all severer laterals.
SHAWNEE MAGISTERIAL DISTRICT
J/27/05
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.
* T
EN FROM ITE TRIP GENERATIO
7TH EDITION
DATE: 9 /27 / 05
Owner:
Address, Including Code & Telephone No.
170 MAR ZiL
DRIVE p
UTILITY CONTACTS
SCALE: N/A
11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector
double check valve or RPZ, as requillred). ' The assembly shall meet ASSE standard No. 1048 or 1047.
Radio read remotes are required.
JOUAN, INC•
STEPHENS CITY, VA 22655
(540) 868-07
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.
Developer:
NORWOOD COMPANY
Address, Including Zip Code & Telephone No.
974 MARCON BOULEVARD, SUITE 220
ALLENTOWN, PA 18190-9514
(610) 266-170
DESIGNED BY. BDP
HAIV�DICAPPED PARKING NOTE
FILE N0. 2041N
Engineer Certifying Plan:
GREENWAY ENGINEERING
1(540)
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
662-4185
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
SHEET lA OF 7
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
05-72
SURVEY AND TOPOCRAPHIC INFORMATION
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1. Source of topographic mapping is Topographic asbuilt by Greenway Eng. \\ \>
dated August 2005 l W
2. Boundary information taken from ALTA syrvey by Millman Surveying, Inc.
dated July 20, 2005
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DESIGNED BY: BDP
FILE NO. 2041N
SHEET 2C OF 7
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DESIGNED BY: BDP
FILE NO. 2041N
SHEET 4B OF 7
05 -'72
130 130 130 130 130
125
120
115
105
695
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DESIGNED BY. BDP
FILE NO. 204IN
SHEET 5C OF 7
05-72
CG-12A q
PERMISSIBLE 81-0'
CONSTRUCTION �I #5 DOWELS, 8' LONG BACK OF CURB
L JOINT 4'_0 0 12" C-C 12:1 MAX. 48:1 MAX.
4 I MIN. 20:1
8' NI 2' SECTION A -A
' l 0:1 ^I ILIA MIN.
B L MAX.- B CONPERMSTRUC ON
TANGENT PLAN JOINT
TRUNCATED DOMES
A SECTION B-B
A 4' SQUARE UWDING
AREA OUTSIDE OF
1RAVELWAY SHALL
A 4 41IN .5 TTHHE MARKPROVIED WITHIN
CROSSWALK AREA c�
5 � �
MIN.
4. 5' MIN. jjcRosswAix(I
g' MAX-t0.1 MAX. n 'III II II
10:1 �cRossswux�
ALTERATIONS TYPICAL PLACEMENT ALK� TYPICAL PLACEMENT
AT INTERSECTION II AT INTERSECTION
WITHIN CROSSWALK DIAGONAL VARIATION WITHIN CROSSWALK
(WITH BUFFER STRIP)
+ THIS, DESIGN TO BE USED WITH CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING
(48- WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW
CONISTRUCTION, 6 FEET FOR ALTERATIONS.
'e NOTES:
DIA 1. DETECTABLE IWARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL
SURFACE COWERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF
�- PEDESTRIAN TfRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED
I --I WITH THE AMPROVAL OF THE ENGINEER.
I- -IA- DIA
Z. THE DETECTAISLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED
TRUNCATED DOME IF CAST -IN -[PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A
DETAIL CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDING FLARED SIDES). OR FEDERAL
TRUNCATED DOMES SAFETY YELLCrif
3. SLOPING SIDEES OF CURB RAMP MAY BE POURED MONOUTHICALLY WITH RAMP FLOOR OR BY USING PERMISSABLE
CONSTRUCTIOIN JOUNT WITH REQUIRED BARS.
2%" C-C 4. IF RAMP F.000R IS PRCAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES
O O O CAN BE CAST[IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4,
O O O O O O O O O O 0 0 O 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP
0 0 0 0 0 0 0 0 0 0 0 0 0 0 FLOOR, MID -[DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 4"
6. CURB/CURB AND GLITTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FOR CURB/CIURB AND GUTTER.
2%' C-C 0 0 0 O O 0 O O 00 00 0 0 O in 7. CURB RAMPS; ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 BE PROVIDEDI AT INTERSECTIONS WHENEVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT-OF-WAY OF A HIGHWAY
0 0 0 0 0 0 0 0 00 0 00 0 0 FACILITY CROSSES A CURB REGUARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY
00 0 0 0 0 0 0 0 0 0 00 0 0 MUST BE LOCCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER,
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP UNES. EXISTING LIGHT POLES, FIRE HYDRANTS. CROP
INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT
100 0 000 0 00 0 0 00 0 0 PATH CONNE=NG ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APROACHED, ENTERED, AND
VARIABLE USED BY PECDESTRIANS.
4' MINIMUM 8. RAMPS MAY IBE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED
PAY LIMITS WITHIN THE LUMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
DETECTABLE WARNING PERPENDICULAR TO THE CURB.
DETAIL 9. TYPICAL CONICRETE SIDEWALK IS 4' THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMODATE THE TURNING
REQUIREMENITS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED
SHEET 1 OF 3 TO 7".
CG-12 DETECTABLE WARNING SURFACE SPECIFICATION
REFERENCE
REY.,/o4 TYPE A (PERPENDICULAR) APPLICATION 502
203.05 VIRGINIA DECPARTMENT OF TRANSPORTATION
4 //
„
2 R !
13" \X 1 1
�--2'-0" THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
I 2'-6"- PARALLEL TO THE SLOPE OF SUB-
SURFACE COURSES PROVIDED A
MINIMUM DEPTH OF 7" IS
CONCRETE TO BE CLASS A3 IF CAST IN PLACE. MAINTAINED.
REVERSED 6" CURB & GUTTER (CG-6R)
N.T.S.
NOTES:
1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAID FOR AS RADIAL COMBINATION CURB &
GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARELLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
1, 4 I 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
p EXCEEDED STANDARD CG-7 IS REQUIRED.
b
• e
• D -
- The bottom of the curb and
gutter may be constructed
parallel to the slope of
2"-0' subbase courses provided a
minimum depth of 7' is
maintained.
This area may be concrete
SPEC" COMBINATION 6" CURB & GUTTER
105
502 VIRGINIA DEEPARTMENT OF TRANSPORTATION
201.03
Yt SECT ON STEEL -{-Ye SECTIO CAST IRON
,-7„
L2%"x2%'x1(' 1'-31 - e
10'-4" long---_
---
Tr Ar- collar
One welded B
joint
NOTES
1. DEPTFI OF INLET (H) TO BE SHOWN ON PLANS.
"
FOR DEPTH GREATER THAN 10' USE STANDARD
I� A A
DI-1A.
L J
Optional
E
Weld Brace Ribs
2. THE 'H" DIMENSION SHOWN ON THE STANDARDS
43.6lbs. 66t3 lbs.all connectors
including including
AND SPECIFIED ON THE PLANS WILL BE
to collar
connectors lugs
MEASURED FROM THE INVERT OF THE OUTFALL
GALV STEEL or CAST
PIPE TO THE TOP OF THE STRUCTURE.
PLAN ii" DIMENSIONS ARE APPROXIMATE ONLY
IRON t "x4" lugs
FOR ESTIMATING PURPOSES AND THE ACTUAL
DIMENSIONS SHALL BE DETERMINED BY THE
%'x4" Stud Shear
CONTRACTOR FROM FIELD CONDITIONS.
914' 2' - 7" 97¢' --
connectors I
3. WHEN SPECIFIED ON THE PLANS THE INVERT IS
' "
4' - 2
TO BE SHAPED IN ACCORDANCE WITH STANDARD
IS-1. THE COST OF FURNISHING AND PLACING ALL
PLAN
SECTION B-8
MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
INCLUDED IN THE 810 PRICE FOR THE STRUCTURE
(Grate Removed)
�s �1
4. IN THE EVENT THE INVERT OF THE OUTFALL
PIPE IS HIGHER THAN THE BOTTOM OF THE
O
STRUCTURE, THE INVERT OF THE STRUCIURE
SHALL BE SHAPED WITH CEMENT MORTAR TO
45.
PREVENT STANDING OR PONDING OF WATER
IN THE STRUCTURE. THE COST OF FURNISHING
AND PLACING ALL MATERIALS INCIDENTAL TO
THE SHAPING IS TO BE INCLUDED IN THE BID
PRICE FOR THE STRUCTURE.
A - n
STEPS ARE TO BE PROVIDED WHEN H IS 4'-0'
OR GREATER. FOR DETAILS SEE STANDARD ST-1.
6. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2'-7„ I
*
weep hale ' "
7. / 4X8" SMOOTH DOWELS AT APPROXIMATELY
1/2'/2'
.e'
1 JJJ
12' C-C TO BE PLACED IN ALL AREAS ADJACENT
TO ABUTTING CONCRETE TO PREVENT
• 12" min.
ADJACENT TO ABUTTING CONCRETE TO PREVENT
$$}} Cover -
L".2 a% 4depth Aggr.
T
SETTLEMENT. IN LIEU OF DOWELS A 2' X 4'
NOTCH MAY BE PROVIDED. SEE ST'D T-0I-3,4
H I #W, #78, r O 0 O
la.12'
FOR ALTERNATE DESIGN.
12'-1s'-1e'or z4'
C C^
8. 3" DIAMETER WEEP HOLE TO BE LOCATES) TO
zr rN>7
I
L
DRAIN SUBBASE MATERIAL WEEP HOLE WITH
12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH
a
x_, O N
DI GALVANIZED STEEL R 4 MINIMUM WRE
HARDWARE
DUtMETER 0.03", NUMBER 4 MESH HARDWARE
CLOTH ANCHORED FIRMLY TO THE OUTSIDE
L .' 'd•
�
OF THE STRUCTURE.
SECTION A -A
2"-1
9. CAST IN PLACE CONCRETE IS TO BE CLASS A3
(�� ). PRECAST CONCRETE IS TO EE
4'
CONCRETE QUANTITIES FOR MIN. DEPTH 1'
10. ANY ALTERNATE METHODS OF ANCHORAGE:
MEETING THE APPROVAL. OF THE ENGINEER
12" conc. pipe-1.440 Cu. Yale. Concrete
MAY BE SUBSTITUTED FOR THE CAST IRON
15' cenc. pipe-1.528 Cu, Yds. Concrete
r
LUGS AS SHOWN HEREON.
18' conc. pipe-1.620 Cu. Yde. Concrete
s 1 Jfi"
24' conc. pipe-1.817 Cu. Yds. Concrete
Add 0.469 Cu. Yds. per additional foot of depth.
SECTION C-C SECTION D-D
GRATE DETAIL
APPROXIMATE WEIGHT
Cast Iron
Grate 363 f 18 lbs.
STANDARD DROP INLET
SPECIFICATION
12"-24" PIPE MAXIMUM DEPTH (H)=10'
REFERENCE
VIRGINIA DEPARTMENT
233
104.01
of
302
TRANSPORTATION
EDGE OF EDGE OF FACE OF
WALKWAY PARKING PRECAST CONC.
OR LAWN LOT PVT. WHEEL STOP
CONCRETE 2'-6-
SIDEWALK
OR LAWN PARKING LOT
PAVEMENT
.a "e
SECTION/ELEVATION
CL OF PRECAST CONC.
WHEEL STOP
3/8" DIA. x 1'-6" GALV.
STEEL ANCHOR RODS,
2 PER WHEEL STOP
(TYP•)
. .
d • d. d. •d. 4 d
SECTION /ELEVATION
d _
E
PRECAST CONCRETE
WHEEL STOP
PRECAST CONCRETE WHEEL STOP DETAI
N. T. S.
PARKING
LOT
PAVEMENT
DI-3A•-3B-3B=x
Expansion Joint
Min
10' Max
1-2 -oe 1 e'
-For detalis of Inlet Frame & Cover
see st'd. IC-2.
C
F
-Bars A
Gutter
PLAN
Face of Curb �
Crack Control
L-Vorkb"ax. 20' II
8' 3'-0'�{
L-
L- Bare F �--• Ban E -B
-I 8" • 3' Diameter
Weep Hob
FRONT ELEVATION
(Gutter removed)
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS.
TYPE 8 NOSE DETAIL SHALL BE USED WITH 03-2 STANDARDS.
GALVINIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68' 30'
CONNECTORS AND IS TO BE ANCHORED WITH 1/2" X 4" STUD SHEAR
WELDED TO BENT PLATE 2' C-C.
Expansion Joint
n
I peal
1
a«wt Jdnt eas a
1 w
Fniebng a
�
Warped drtterr
e•
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sun
"I 1
Sidewalk (',
sae c
Subbase
2"
3" Diameter
_ _ _
Weep Hde
D424
eai F
1 Hardwore Cloth
Shpe - to be
P-1ded shen N
Is 4'-0' r W-W.
For step deteee er
St'd. Sr-1.
SECTION A -A
10'Mox.
Apor-h auttr
L2% x2%'x1t wap.d Outten
Galvanized Bee a xered Caneb JWd fore A
2-1c j/i,7e
e10/4- Benl 1A'
T
d _ 12'len
4%, aK• � 2 •
i Bvn E
Type A Type B SECTION B-B
%'x4' Stud card r
Wded to cng1e Ion at 2'
NOSE DETAILS
2`1 Ali;ppr. pew.
DI-3A DI-38 DI-3C P01
Abe •• •.
T. , I ;----- H
II �/\/��J�/ I` I Flow tb
i 1 Flow 1-0
H �G J .L J J DETAIL WHEN USED
ADJACENT TO CURB
For use in sage WITHOUT GUTTER
For use on grades Both aides to be eymmeMcal Sheet 1 at 2
STANDARD CURB DROP INLET SPECIFICATION
12"-30" PIPE MAXIMUM DEPTH (H)=8'
VIRGINIA DEPARTMENT 233
104.09 of 302
TRANSPORTATION
ES-1A
HUB ENO ON OUTLET END -SECTIONS
SPIGOT END ON INLET END -SECTION
Xi------- - x
E
I
- - - - - - -
PLAN
LENGTH OF PIPE
�- C B
BAR OR STEEL • STOP£
FABRIC REINFORCEMENT
L
PAY LINE
SECTION X-X
sknr „
SLOPE DETAIL
END SECTION DIMENSIONS
SPAN X RISE
A
B
C
L
E
23 X 14
6
2'-3"
3'-10"
6'-1"
30" X 19'
9
T=11"
3'-2"
6'-1"
3'-6"
38 X 24
10
3 -8"
2 -6
6 -2
4'-0
42 X 27
12
4'-6"
V-8"
V-2"
5'-0"
45 X 29
13
4'-11'
3'-3"
8'-2"
5'-6"
53 X 24
15
5'-3'
2'-11'
1 8'-2"
6'-0"
nRISE
I E -I
ENDVIEW
CONCRETE TO BE
40GO PSI MINIMUM
FLARED END -SECTION FOR 23" ECX 14" TO 53" X 34" S FEREN E
ELLIPTICAL CONCRETE PIPE CULVERTS 302
102.02 VIRGINIA DEPARTMENT OF TRANSPORTATION
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DATE: 9/27/05
SCALE: N/A
DESIGNED BY: BDP
FILE NO. 2041N
SHEET 7A OF 7
05-'72
GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP a
1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the current editions of and latest previsions to the Virginia SCALE: 1 = 2000
Z
County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR - - - - -- _ 33 �.-
Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall EXISTING INDEX CONTOUR """ �--- �-- 330
construction, govern.
must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR `� � LU
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health EX E/P w `�° � '°'0 '°"
Control Handbook. Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EXISTING EDGE OF PAVEMENT -- PROP E1P • I •� � r a oo s ,�
PROPOSED EDGE OF PAVEMENT � `°
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in EX P E "` 42B as
(VDOT) and Frederick County prior to consttruction in existing State right-of-way. accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control EXISTING CURB AND GUTTER "M b wA ��`
flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. PROP C46 l� 9+ ,�. 105 Z
4. Approval of this plan does not guararntee issuance of an entrance permit by VDOT when such permit is PROPOSED CURB AND GUTTER 44 a� Tos „�- b;, ,,, o
required under State law. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic GG-6 GG-6R 0,� ICJ
CO
signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the TRANSITION FROM CG-6 TO CG-6Id Y __- 'li �A a+B 60A c�
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict d ®-=• �'>�~co °ate '2 " 79N t 59 � 1 0
with the Developer, County Representatives„ and Representatives of the Virginia Department of Transportation with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from EXISTING TELEPHONE LINE --- T m A '°` 09 0 .4 cat Co 0
(VDOT) to determine if and where guard r&il and/of paved ditches will be needed. The developer will be this responsibility.
responsible for providing guardrail and pawed ditches as determined by this joint in Refer to PROPOSED TELEPHONE LINE T T "" =� o NN '°' 69D a 'aA `o
Virginia Department of Transportation (VDOIT) Guard Rail and Paved Ditch Specifications. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject EX. 15 RGP •� Q I
EXISTING STORM SERER �1 s - d CV
to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision / x LO CV
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a shall be the responsibility of the developer. PROP. 15" RGP
representative of the developer must be available at all times. PROPOSED STORM SEWER fir. Q)
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use 0 LO
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic permits for any work within VDOT right-of-way. EXISTING SANITARY SEWER -0 Q,� `10
U Q)
Control Devices (MUTCD). PROPOSED SANITARY SEWER S S
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held ®e�, - F ram=.,
8. All unsuitable material shall be removed from the construction limits of the roadway before placing by the engineer and/or developer with the attendance of the contractor, various County agencies, utility EXISTING ELECTRIC SERVICE -P SHEET INDEX
embankment. companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE P P v, v,
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required EXISTING GAS LINE 4) >
or requested inspection.1.4
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated PROPOSED GAS LINE G
w
on the plans and as required at the field 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 wic,h Section -�® �_� IA. COVER SHEET (PARKING LOT EXP.)
p y PROPERTY LINE �
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected I. COVER SWEET
be minimum 6" diameter and conform to VDOT standard SB-1. by this project shall be maintained through construction. The Developer shall have, within the limits of the FLOW LINE •••. •.•-.- •••. ... 2A. 51TE GRADING PLAN
project an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion FENCELINE #X n X # X # ' E X { 25. REVISED SITE PLAN
-F
12. Construction debris shall be containeriized in accordance with the Virginia Litter Control Act; no less than and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous 2C. A55UILT SWEET (PARKING LOT EXP.)
one litter receptacle shall be provided at the construction site. basis for proper installation and operation. Deficiencies shall be promptly rectified. EXISTING POWER POLE 2D. OVERALL PLAN (PARKING LOT EXP.) H w Ems-, E-+ E-+
2E. SITE PLAN (PARKING LOT EXP.) z ::4 z z z
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end EXISTING TELEPHONE POLE 2F SITE PLAN (PARKING LOT EXP.) w 0 w w w
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take of construction. � O � U U
whatever measures are necessary to insure' that the streets are maintained in a clean, mud and dust free EXISTING WATERLINE W/ TEE +--- j-----�- 3. UTILITY LAYOUT /LIGHTING PLAN Z
4. E 85 CONTROL / SWM PLAN 0 0 o x
condition at all times. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum �T�
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict PROPOSED WATERLINE W/ TEE W 4A. E45 PWA5E I (PARKING LOT EXP.) Ul w a a
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary points. 45. E 45 PHASE I1 (PARKING LOT EXP.) z z
EXISTING FIRE HYDRANT ► ~ a
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut 4C. EIS DETAILS NOTES (PARKING LOT EXP.) W z z zo zo
5. WATER / SEWER PROFILES w � �
sheets, and connections to existing lines. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered � a A a
during the course of construction shall be immediately brought to the attention of the engineer and VDOT. EXISTING WATER VALVE -�-'�--�---- 55. PROFILES AND DETAILS p, \
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved 5C. STORM PROFILES (PARKING LOT EXP.) a w w
standards and specifications of the Frederick County Sanitation Authority. by VDOT. PROPOSED WATER METER ® V w a
6. SEWAGE LIFT STATION DETAILS
EXISTING REDUCER 1. MISCELLANEOUS DETAILS
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT IA. DETAILS (PARKING LOT EXP.)
contractors responsibility to verify the exacet horizontal and vertical location of all existing utilities as needed representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be PROPOSED REDUCERy
prior to construction. The contractor shalil inform the engineer of any conflicts arising from his existing present to insure the sample obtained is representative of the location. When soil samples are si.cbmitted to
utility verification and the proposed constriuction. private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project STOP SIGN 0 0 0 � to
to be accepted b VDOT and that testing shall be performed in accordance with all applicable VDOT standards W o 0 0 0 0
P Y g P PP HANDICAP RAMP (CG-12) _®% F, \ \ \ \ o o o
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a and procedures. DENOTES LOCATION OF STD VDOT CQ CV
result of his construction project within or contiguous to the existing right-of-way. CG-ii2 D/OR NRISDDI��IION��,, \ \ \ \
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted ST) RAMP COI�i5TRUCTION A o 0 0 0
18. When grading is proposed within easements of utilities, letters of permission from all involved companies in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within PARKING INDICATOR Al2
must be provided to Frederick County Publdc Works Department prior to issuance of grading and/or site plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the INDICATES THE NUMBER OF TYPICAL PARKING SPACES THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
development permits. direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION T
Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless TEST PIT LOCATION TECT INFORMA TION
19. The developer will be responsible for t:he relocation of any utilities which is required as a result of his specified otherwise. - - PRODO �f�
project. The relocation should be done priior to construction.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
20. These plans identify the location of alll known gravesites. Gravesites shown on this plan will be protected specified by VDOT. HANDICAP PARKING � MARK D. SMITH �
in accordance with state law. In the evenit gravesites are discovered during construction, the owner and No.022837
engineer must be notified immediately. V16. The installation of an entrances and mailboxes within an dedicated street right-of-way shall meet
Y Y g Y VEHICLES PER DAY COUNT Fi _66-> O -�
� � I •` � � �}� ��
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT minimum design standards and is the responsibility of the developer. PROPOSED BUILDING ENTRANCE PARCEL IDENTIFICATIO�i NO.: 76-((A))-535 PAWING TABULATIONS:
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be STREET ADDRESS: 110 1!4RCEL DRIVE oNAL
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the STEVEN CITY, VA 22655 EXISTING BUILDING 50. FT.: 106,251 SQ. FT.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard Manual On Uniform Traffic Control Devices. EXISTING STREET LIGHT TOTAL ORIGINAL SPACES: Ili
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered TOTAL AREA: 23.2890 AC TOTAL SPACES REQUIRED: 434
professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the PROPOSED STREET NAME SIGN � PROJECT AREA: 4.45 AC TOTAL SPACES PROVIDED: EXISTING: III
geotechnical report has been prepared, it should supersede the requirements in this note. 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 DISTURBED AREA: 4.45 AC PHASE I: 336
PROPOSED SANITARY LATERAL CLEANOUT CURRENT ZONING: M-I TOTAL: 453
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating may be obscured.
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement CURRENT USE: OFFICE/MANUFACTURING PHASE II: 20
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. SANITARY MANHOLE IDENTIFIER 12 PROPOSED ZONING: M-1 TOTAL: 413
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road PROPOSED USE: OFFICE" - PARKING LOT EXPANSION
and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified STORM DRAIN STRUCTURE IDENTIFIER O6
copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking Z
stone depths, a VDOT representative shall be notified and given the opportunity to be present during the 0
construction and testing of the density control strip.
EASEMENT LINE
FCSA CONSTRUCTION NOTES V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge CENTERLINE _ _ LANDSCAPING TABULATIONS:
Specifications. Density shall be determined using the density control strip as specified in Section 315 and LANDSCAPING SCHEDULE: E ..
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be EXISTING SPOT ELEVATION 12.0 TOTAL INTERIOR TREES REQUIRED: 48
submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the + EXISTING INTERIOR TREES: 2 PROP. RED MAPLE (68 TOTAL)
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. opportunity to be present during the construction and testing of the .control strip. PROPOSED SPOT ELEVATION 3 " E.,
115_ PROPOSED INTERIOR TREES: 46 (MINIMUM 2 -2 1/2 CALIPER AT TIME OF
3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger EXISTING TREE LINETOTAL INTERIOR TREES PROVIDED: 48 PLANTING.) 0 U�
TOTAL PERIMETER TREES REQUIRED: 54
requirements. shall be explored below the bottom of the excavation to determine the type and condition of the foundation. Q
The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to EXISTING PEP,IMITER TREES: 49 PROPOSED BOXWOODS '�
4. The contractor shall coordinate with, and arrange for inspection by, the Authority. placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, 0I'NERS CERTIFICATE PROPOSED PERIMITER TREES: 5 COMMON OR LITTLE LEAF
or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation TOTAL PERIMETER TREES PROVIDED: 54 3 HEIGHT a TIME OF PLANTING 0
5. When an existing water main is tapped ffor the installation of a new line: stabilization shall be determined by the engineer and approved by VDOT. The foregoing Site Plan of the land of TOTAL IMPERVIOUS AREA: 118,480 50. FT. (145 5HRU55 TOTAL - SPACED 4' OFF CENTER)
a) The Authority shall furnish all labor and material. W
b) The developer/contractor must: V22. Approval of these plans shall expire three (3) years from the date of the approval letter. JOUAN, INC E-1
1. make application and pay deposit is with the free consent and in accordance with the desires EXISTING LANDSCAPING TABULATIONS: U)
2. mark the tap location. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified of the undersigned owners, properties and trustees if any.
FRONT LOT EXTERIOR TREES: 29
6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. by VDOT. INTERIOR TREES: ®
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in are Q
7. Exact locations of water and sewer servi.(ces on new lines are to be coordinated with the Authority's Inspector. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after DATE {
grading is mostly complete. REAR LOT EXTERIOR TREES: 25 W W
8. The Authority's maintenance department shall furnish and install all water meters through 2 in size. INTERIOR TREES: 2 � (�
,P g APPROVALc..I.�u��...E....;.,;:1:�,�:. 4
It is the developer's/contractors responsiibility to have the meter box assembly installed correctly. FIRE MARSHALL 95 NOTE Before a permanent meter is installed: �� �Z 0
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. 2 :
b) The frame and cover shall be set to final grade. Fire lane markings and signage:
c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. Any "No Parking" signs and yellow painted curb locations will be installed FR RICK COUNTY ZONING ADMINISTRATOR_,'DATE W U)
d) All components of the meter box assembly shall be in proper working order. by field inspection at the direction of the Fire Marshall's Office. *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) >
YEARS FROM THE DATE OF PLANNING APPROVAL 0
9. For water and sewer services that connect to existing lines: TRIP GENERATION DATA Pro Project Name: U
a) The location of the service lateral its to be coordinated with the Authority's Engineering Assistant. ] Project Number:
b) An Application for Service must be :made and fees paid before work will begin. CLASS USE EMPLOYEES * TRIP RATE TRIP RATE USE VPD ALC INC. APLAI ING L 0 T EXPANSION 204I N
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. 9
d) For all 1 1/2" and 2" water services;, the Authority . shall make the tap and bring the piping to the 715 SINGLE TENANT OFFICE 450 3.62 4 1800
property line. Magisterial District: Date of Plan: (Month, Day, Year)
The contractor shall furnish and install the meter vault assembly. The Authority will install the meter.
e) The Authority will install all sewer laterals. SHAWNEE MAGISTERIAL DISTRICT
9/2'7/05
10. Any water service line must have a baclkflow prevention assembly (double check valve or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013. * T N FROM ITE TRIP GENERATIOT.J, 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: 9/27/05
170 MARCEL DRIVE
11. All fire lines shall have a fire service mieter assembly and a backflow prevention assembly (detector UTILITY CONTACTS JOUAN, INC. STEPHENS CITY, VA 22655
double check valve or RPZ, as required).. The assembly shall meet ASSE standard No. 1048 or 1047. (540) 868-07 SCALE: N/A
Radio read remotes are required. Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No.
Winchester, VA. 22604 Baltimore, MD 21297 974 MARCON BOULEVARD, SUITE 220 DESIGNED BY: BDP
(540) 868-1061 (301) 954-6282 NORWOOD COMPANY ALLENTOWN, PA 18190-9514
HANDIICAPPED PARKING NOTE Power: Allegheny Power Gas: Shenandoah Gas Co. (610) 266-170 FILE NO. 2041N
P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1A OF 7
Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602
no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 1 1(540) 662-4185 05 - "72
I
SURVEY AND TOPOGRAPHIC INFORMATION
\ 1
Topographic asbuilt b Greenwa En .
1. Source of topographic mapping isy y
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dated August 2005
2. Boundary information taken from ALTA syrvey by Millman Surveying, Inc.
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dated July 20, 2005
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cc-12A __
PERMISSIBLE A 81-0' 4'-0'
CONSTRUCTION -"1 #5 DOWELS, 8" LONG BACK OF CURB
JOINT 4'_p ® 12" C-C 12.1 MAX. 48:1 MAX.
4' ` MIN. 20:1 `
�j N 7:7• . 2 ' " 'SECTION A -A
B '8 0:1 i 10:1 MIN.
( MAX. MAX. I B COINMSTRUC ON
L 2' J* TANGENT PLAN JpINr
TRUNCATED DOMES
A SECTION B-8
A 4' SOUARE LANDING
AREA OUTSIDE OF
TRAVELWAY SHALL
MIN 'sy TIME PROVIDED
ARKED WITHIN
.]-- .>\ CROSSWALK AREA
5
g' MIN. 4' 5' MIN. n
10:1 MAX. 10:1 MAX. IIII R0S WALK11
TYPICAL PLACEMENT TYPICAL PLACEMENT
ALTERATIONS AT INTERSECTION
AT INTERSECTION
WITHIN! CROSSWALK DIAGONAL VARIATION WITHIN CROSSWALK
(WITH BUFFER STRIP)
+ THIS DESIGN TO BE USED WITH CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING
(48' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW
CONSTRUCTION, 6 FEET FOR ALTERATIONS.
NOTES:
DIA 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WiTH SUP RESISTANT INTEGRAL. SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF
�- PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WiTH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED
I -I I-7y" DIA WITH ]THE APPROVAL OF THE ENGINEER.
2. THE (DETECTABLE WARNING SHALL- BE PROVIDED 13Y TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED
TRUNCATED DOME IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A
DETAIL CONTRd AST1NG COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDING DARED SIDES). OR FEDERAL
TRUNCATED DOMES SAFEDY YELLOW
3. SLOPIBNG SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WiTH RAMP FLOOR OR BY USING PERMISSABLE
CONSTTRUCTiON JOUNT WITH REQUIRED BARS.
2%" C-C 4. IF RAMJP FLOOR IS PRCAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES
I 0 0 O CAN 63E CAST IN PLACE AFRER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO. 5 X 8' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP
O 0000 00,000000
FLOORR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1}',
.000000000000000 6. CURB//CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FOR CURB/CURB AND GUTTER.
2%* C-C O 0 0 O 0 0 0 0 O O 0 0 O O O o 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO
BE PR20VIDED AT INTERSECTIONS WHENEVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT-OF-WAY OF A HIGHWAY
00 00 0 00 0 0000 0 0 0 FACILTTTY CROSSES A CURB REGUARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY
00 0 0 0 00 0 000 0 0 0 0 MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER,
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AND SHHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
INLETS3, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT
PATH iCONNECTING ALL ELEMENTS OF A FACILITY THAT CAN BE APROACHED, ENTERED, AND
000000000000000 1
VARIABLE USED BY PEDESTRIANS.
--4' MINIMUM 8. RMIP:S MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED
PAY UMITS WITHIN) THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
DETECTABLE WARNING PERPENDICULAR TO THE CURB.
DETAIL 9. TYPICAAL CONCRETE SIDEWALK IS 4' THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMODATE THE TURNING
REQUIIIRE'MENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DE'iH SHOULD BE INCREASED
SHEET 1 OF 3 TO 7".
CG-1 2 DETEiCTABLE WARNING SURFACE SRECIFICA
REFERENCECE
REV.,/o4 TYPE A (PERPENDICULAR) APPLICATION 02
203.05 VIRGINJIA DEPARTMENT OF TRANSPORTATION
4 //
„
2R j
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e.
-2'-0" THE BOTTOM OF THE CURB AND
11 GUTTER MAY BE CONSTRUCTED
2-6
PARALLEL TO THE SLOPE OF SUB-
SURFACE COURSES PROVIDED A
MINIMUM DEPTH OF 7" IS
CONCRETE TO BE CLASS A3 IF CAST IN PLACE. MAINTAINED.
REVERSED 6" CURB & GUTTER (CG-6R
N.T.S.
NOTES:
1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAID FOR AS RADIAL COMBINATION CURB &
GUTTER.
4. FOR USE WiTH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARELLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
u 2"R 5. THIS CURB IS TO 8E USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG-7 IS REQUIRED.
e 1 io
' v
e
• e s
The bottom of the curb and
gutter may be constructed
6.
2,- parallel to the slope of
subbase courses provided a
minimum depth of 7' is
maintained.
This area may be concrete
SPECIFICATION COMBINA-TION 6" CURB & GUTTER
105
502 VIRGINIIA DEPARTMENT OF TRANSPORTATION
201,03
I' L
N- -
I
m
9Y� 2' - 7,, 9i!"
4 - 2 ��
PLAN
(Grate Removed)
34 SECT
L2Ye"z2'h'x',('
10'-4" long
One welded B
L
ON STEEL �i--'A
-7f,
1'-3
SECTIO CAST IRON
Lugo to be
cast with collar
NOTES
joint
1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
FOR DEPTH GREATER THAN 10' USE STANDARD
A
DI -IA.
J
_
Optional
Weld
Brace Ribs 2. THE 'H" DIMENSION SHOWN ON THE STANDARDS
all connectors
43.6lbs.
I
66t3 lbs. AND SPECIFIED ON THE PLANS WALL BE
to collar
including
including N MEASURED FROM THE INVERT OF THE OUTFALL
connectors
lugs PIPE TO THE TOP OF THE STRUCTURE.
GAIN STEEL
or CAST PLAN 'H' DIMENSIONS ARE APPROXIMATE: ONLY
IRON }¢'x11h"x4" lugs FOR ESTIMATING PURPOSES AND THE ACTUAL
9 DIMENSIONS SHAH BE DETERMINED BY THE
h"A" Stud Shear CONTRACTOR FROM FIELD CONDITIONS.
connectors
I f-- 2 - 2 -1 I
2,-7„
71C /J' 0a. weep hole
'n
lilt Conn,
ix' ien _ 4' depth Mgr.
H i /68. /78, or
E • • i /Sx8' width
1 t7y h 12" 12•-15'-18"ar 24'
wti7 e I
SECTION A -A
CONCRETE QUANTITIES FOR MIN. DEPTH
12" conc. plpe-1.440 Cu. Yds. Concrete
15" d -1 528 Cu Yds Concrete
3. WHEN SPECIFIED ON THE PLANS THE INVERT iS
TO BE SHAPED IN ACCORDANCE WiTH SI'ANOARD
IS-1, THE COST OF FURNISHING AND PLACING ALL
SECTION B-8 MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
INCLUDED IN THE 810 PRICE FOR THE STRUCTURE
45.
4. IN THE EVENT THE IN TH OF THE O F IHEPIPE IS HIGHER TtUW THE BOTTOM OF 1'HESTRUCTURE, THE INVERT OF THE STRUCIURE
SHALL BE SHAPED WITH CEMENT MORTAR TO
PREVENT STANDING OR PONDING OF WATER
IN THE STRUCTURE THE COST OF FURNISHING
AND PLACING ALL MATERIALS INCIDENTAL TO
THE SHAPING IS TO BE INCLUDED IN THE BID
PRICE FOR THE STRUCTURE.
STEPS ARE TO BE PROVIDED WHEN H IS 4'-0'
OR GREATER. FOR DETAILS SEE STANDARD ST-1.
6. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
7. / ' C SMOOTH DOWELS AT APPROXIMATELY
12' -C TO BE PLACED IN ALL AREAS ADJACENT
JJ TO ABUTTING CONCRETE TO PREVENT
ADJACENT TO ABUTTING CONCRETE TO PROIENT
O O T SETTLEMENT. IN LIEU OF . SEES A 2" X4'
NOTCH MAY BE PROVIDED. SEE ST'D T-171-3,4
FOR ALTERNATE DESIGN.
O O O O C CO 8. 3' DIAMETER WEEP HOLE TO BE LOCATE]) TO
H
Y GRAIN SUBBASE MATERIAL.. WEEP HOLE YIITH
L J 12"Xi2" PLASTIC HARDWARE CLOTH 1/4" MESH
N OR GALVANIZED STEEL WIRE, MINIMUM WIRE
DIAMETERMETER 0.03.03", NUMBER 4 MESH HARDWARE
CLOTH ANCHORED FIRMLY TO THE OUTSIDE
OF THE STRUCTURE.
9. CAST IN PLACE CONCRETE IS TO BE CLASS A3
•� (3000 PSI). PRECAST CONCRETE iS TO BE
1 Ti 2� 4000 PSI.
4' 10. ANY ALTERNATE METHODS OF ANCHORAGE:
t'
MEETING THE APPROVAL OF THE ENGINEER
MAY BE SUBSTITUTED FOR THE CAST IRON
Inc, Pe r 1x� LUGS AS SHOWN HEREON.
18" conc. pipe-1.620 Cu. Yde. Concrete
24' cox. pipe-1.817 Cu. Yde. Concrete
Add 0.469 Cu. Yds. per additional foot of depth. SECTION C-C SECTION D-D
GRATE DETAIL
APPROXIMATE WEIGHT
Cast Iron
Grate 363 t 18 lbs.
STANDARD DROP INLET SPECIFICATION
12"-24" PIPE MAXIMUM DEPTH (H)=10' REFERENCE
VIRGINIA DEPARTMENT 233
104.01 of 302
TRANSPORTATION
EDGE OF EDGE OF FACE OF
WALKWAY PARKING PRECAST CONC.
OR LAWN I LOT PVT. WHEEL STOP
CONCRETE I 2'-6-
SIDEWALK
OR LAWN
I
SECTION ZELEVATION
PARKING LOT
PAVEMENT
CL OF PRECAST CONC.
WHEEL STOP
3/8" DIA. x 1'-6" GALV. PRECAST CONCRETE
STEEL ANCHOR RODS, WHEEL STOP
2 PER WHEEL STOP
(TYP.)
SECTION/ELEVATION
PRECAST CONCRETE WHEEL STOP DETAIL
N. T. S.
PARKING
LOT
PAVEMENT
Dt-3A-313-3C
Expanslon Joint
L_2 -J e.
-For al"s of Inlet Frame 6: Cover
ace St'd. IC-2.
C
F
-Bme A
Gutter
PLAN
Foos of Curb -
Crack Control
L-VariobW-Mox. 20'
8'
r8
L
LBO n F `-Bon E -B
-I e' e Diameter
Weep Hole
- I FRONT ELEVATION
(cutter removed)
TYPE A NOSE DETAIL SHALL BE USED WfTH CG-3 & CG-7 STANDARDS.
TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS.
CALVINIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68' 30'
CONNECTORS AND IS TO BE ANCHORED WITH 1/2' X 4" STUD SHEAR
WELDED TO BENT PLATE 2' C-C.
Expansion
Joint
N
Kp.d Cmd. Jotnt Bv. 0
1 1
Exlebng a
�
e•
'Bon B Proposed
T Sidewalk
$I
eon o
ew. c
1-
•i
3 -0•
�••
Bon F
�mstep.
1 t24
I
l
1
I
JI
T
e• I�z'-e' -i e' I
3'-o
a -a'
SECTION A -A
a.
lo' a'Mox.
C,Ab
SWorped Gutter
,base
R' Diometer
NW Hole
'Hardware Cloth
S*. - I. be
pvddM when H
4 4'-0' ar Pater.
Far etw detaee ew
st'd. ST-1.
App- h outier
L2%"x2%'zli' ',awed Goner
Gdwnized Bars a k•Y•d �+t• _fin A
2-ICtc 1 a/�
5-0/4• Bent 171'
Sian
1 Bvn E
• s -a'
Type A Type B SECTION B-B
%*.e stud cox+ectar
welded W angle Iron of 2' c-c.
NOSE DETAILS
2" AW pare.
DI-3A DI-39 DI-3C
f-- L -1 L i - L'-
A�O -.
�-- - - - - - - ___;� I-- ••4
H I H r-- �4L H
�y/�.'.���� I Flow
y/��� i Flow
/( )) DETAIL WHEN USED
CUR
1 �_% J � \\��f- J ADJACENT TO CURB
For use In sags WITHOUT GUTTER
For use on grades Both sides to be symmetrical Sheet 1 of 2
STANDARD CURB DROP INLET SRE AMOON
12"-30" PIPE MAXIMUM DEPTH (H)=8'
VIRGINIA DEPARTMENT 23}
104.09 of 302
TRANSPORTATION
ES-1 A
HUB END ON OUTLET END -SECTIONS
SPIGOT END ON INLET END -SECTION
XI- - - - - - - - - - -
I -
L - '_�_
PLAN
LENGTH OF PIPE
C B
?APq,
BAR STEEL S�OpE
FABRIC
REINFORCEMENT
'- '77771 - A
T
PAY LINE
SECTION X-X
Sunf n ..
END SECTION DIMENSIONS
SPAN X RiSE
A
8
C
L
E
23 X 14
6
2'-3"
3'-1a"
6'-1'
'- "
30' X 19'
9
2'=11'
Y-2"
6'-1'
3'-6'
38 X 24
to"
3'-8
2 -6
6 -2
4'-0
42 X 27
12
4'-6"
1'-8"
6'-2"
5'-0'
45 X 29
13
4'-11"
3'-3'
8'-2"
5'-6"
53 X 24
15
5'-3"
2'-11"
8'-2'
SPAN
7
i
�E -�
II END VIEW
CONCRETE TO BE
4000 PSI MINIMUM
SLOPE DETAIL
FLARED END -SECTION FOR 23" X 14" TO 53" X 34" SREFERENCOEN
ELLIPTICAL CONCRETE PIPE CULVERTS 302
102.02 VIRGINIA DEPARTMENT OF TRANSPORTATION
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MARK D SM1TH
N0, 022837,
SIGNAL
DATE: 9/27/05
SCALE: N/A
DESIGNED BY: BDP
FILE NO. 2041N
SHEET 7A OF 7
05- lry2