HomeMy WebLinkAbout33-10 Site PlanGENERAL CONSTRUCTION NOTES
1. The contractor shall famish all materiols, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, sppccifications for all work to be in accordance with
applicable Standards and Construction SpecMcetions of es
Yr inia Departmerd of Transportation, Virginia
Department of Health, Frederick County Sanitation Authord� and the contract documents.
2. The engmeer has o erupted to locate on
subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise cere in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's responsito i The contractor shall notify all utility compames 72 hours prior to construction. Call 'Miss
Utili{y 1-800-552-7 1.
3. The contractor shall be responsible for all censtruction stakeout. All dimensions, elevations and locations shall
be verified in the field by each 0, actor prior to beginning the work The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the of
and/or the Owner.
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractoes responsibility.
7. Cutsheets shall be submitted to the EnGineer for approval prior to ordering structures and start of construction.
NI cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
FREDREICK COUNTY SANITATION AUTHORITY
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 the plans are valid for three years from date of FCSA approval.
3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
4. The contractor shall coordinate with and arrange for inspection by the Authority.
5. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.
6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
The Authority shall furnish all needed material and make the top.
The contractor shall make an Application for Wet Tap and pay the required fees.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector.
& The Authority's maintenance division shall furnish and install all water meters through 2' in size. H is the contractor's
responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed.
a. The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b. The frame and cover shall be set to final grade.
c. The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches.
it. All components of the meter box assembly shall be in proper working order.
9. For services that connect to existing lines.
a. The Authority shall fumish and install.,
1. all 5/8 x3/4",3/4 , 1 ',1 1/2' and 2" water services
2. all sewer services.
b. The contractor shall.
1. coordinate the location of the service lateral with the Authoritys engineering assistant
2. make an Application for Service and pay the required fees.
10. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The
assembly must meet ASSE standard No. 1015 or 1013.
11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The
assembly shall meet ASSE standard No. 1048 or 1047 Any exterior, privately owned fire line shall also have a fire
service meter. This assembly shall be installed immediately before the backflow, prevention unit. Radio read remotes
are required.
12 The Authority shall review the mechanical plan(s) for design and material approval of a buildings:
a. domestic water meter and its backflow, prevention device, and/or its
b. fire service lines backflow prevention device.
13. DEQ must also approve sewer pump stations. FCS4 requires a copy of DEQs Cerfjfrcate to Operate and a copy of the
station's DEQ approved 0&M mori These documents must be received before substantial completion is issued and
water meters released.
FIRE & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited.
2. Access for emergency vehicles must be maintained at all times duringg construction. Temporary street signs and
addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited
within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time.
VIRGINIA DEPARTMENT OF TRANSPORTATION - GENERAL NOTES
Nrgink Department of Transportation
Staunton usbid
Rev. January 9, 209
VI. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of
Transportation Wo Rood and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control
Regulations, and any other applicable state, federal a local regulations. M case of a discrepancy or conflict between
the Standards or Specifications and Regulab'ons, the most stringent shall govern.
VZ All construction shall campy with the latest U.S. Department of Labor, Occupational Safety and Health Administration
(OSWt), and Virginia Occupational Safety & Health (NOSH) Rules and Regulations.
V3. When waking within MOT right-of-way, all traffic control, whether permanent a temporary, shall be in accordance
with the current edition of VDOfs Work Area Protection Manual Furthermore, all traffic control Ruggers must be
certified in accordance with Section 105.14(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 MOT or private / public utility companies, lt 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, regulation, and control or safety of traffic may be subject to change
as deemed necessary by MT. Any additional expense incurred as a result of any field revision shag be the
responsibility of the developer.
V6 Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT knit use permits for
any work within MOT right-of-way.
V7. ff required by the lwal MT Residency Office, a pre-construcbm conference shall be arranged and hale by the
engineer and/or developer with the attendance of the contractor, carious County agencies, utility companies and VDOT
Prior to inflation of work
W. The contractor shall notify the local MOT Residency Office when work is to begin or cease for any undetermined
length of time. MT 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 runaway
via a construction entrance Mot 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 carstruclon. The Deve'oper shall have, within the limits of the project, an employee calif ed by
the Yrginia Department of Conservation and Recreation (MR) in basion and Sediment Control who shall inspect
erosion and siflation control devices and measures on o continuous basis for proper installation and operation.
Deficiencies shall be promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained an the site dump and at Me end of
construction.
Vt 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches
cover and when passible shaft be installed under roadway drainage facilities of conflict points.
VIZ Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, avis, etc.) encountered dung the
course of construction shall be immediately brought to the attention of the engineer and MOT. Work shall cease in
that vicinity unlit an adequate design can be determined by the engineer and approved by VDOT.
V13. AI 611 areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to
placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample
obtained is representative of the location. When soil samples are submitted to private laboratories fa testing, the
samples shall be clary identified and labeled as belonging to a project to be accepted by VDOT and that testing
shall be performed in accordance with all applicable VDOT standards and procedures.
Minor
REMAC ,
PARKING LO
V14. All roadway fill, base, sublimate material, and backlill in utility/storm sewer trenches shall be compacted in six (6)
inch lifts to 95% of theoretical maximum density as determined by AkWO 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 MOT, density tests
shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications.
Gertthed copies of test reports shall be submitted to VDOT daffy unless specified otherwise.
V15. MOT Standard CD and UO undendrdms shall be installed where indicated on these plans and/or as specified by
Mr..
VI6. The installation of any entrances and mailboxes within any dedicated street right-oT-way, shall meet MT minimum
design standards and a Me responsibility of Me developer.
V17. Prior to VDOT acceptance of any streets, all required street signage ala/or povement markings shall be installed by
the developer or at MOT's discretion, by MT on an account receivable basis following the Manual On Uniform
Traffic Control Devices.
V18. The developer shall provide the MOT Residency Office with a list of of material Bounces prior to the start of
construc6'm. Copies of all invoices for materials utffized within any dedicated street right-of-way must he provided
to the local MT Residency Office prior to acceptance of the work. Unit and total prices may be obscured.
V19. Aggregate base and subbase materials shall be placed an subgrade by means of a mechanical spreader. Density wig
be determined using the density control slop in accordance with Section 304 of the VDOT Road and Bridge
Specifications and VIM -10. A certified compaction technician shall perform these tests. Certified copies o/ test
reports shall be submitted to VDOT daffy, unless spelled otherwise. In adddian to checking stone depths, a MOT
representative shall be notified and given the opportunity to be present during the construction and testing of Me
density control strip.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
Speclicatim.. Density she// be determined using the density control ship as specified in Section 315 and VIM -76. A
certified compaction technician shall perform these tests. Cer6fed copes of test reports shall be submitted to MT
daily, unless specified otherwise. A VDOT representative shag be notified and given the opportunity to be present
during the construction and testing of the control stn'p.
M. In accordance with Section 302.03, the foundafon for pipe culverts thirty-six (36) inches and lager 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 MOT fa approval prior to pacing pipe.
Foundation designs shall campy with MOT Road and Bridge Standard PB -1. Where soft, yielding, or otherwise
unsuitable foundation is encountered, the foundation design and/or need to foundation stabifrzabon sholl be
determined by the engineer and approved by MT.
V22. The foundations for all box culverts shag be investigated by means of eyplorotory borings advanced below proposed
foundation elevation to determine the lips and condition of the foundation. The contractor shall submit copies of
borehole hgs and report findings of foundation explorrdan to Ore engineer and MOT for approval prior to
constructing box. Foundation designs shall comply with MOT Road and Bridge Standard P16-1. Contrary to Me
Standard, where rock is encountered and cast -in-place box is proposed, the thickness of bedding shall be six (6)
inches Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/a need
for foundation stabilization shall be determined by the engineer and approved by MT.
V23. Approval of these plans shall expire three (3) years from the date of the approval letter.
V24. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these pans and/or as specified by MOT.
V25. VDOT Standard Guardrail shall be installed where warranted and/a as proposed on these plans in accordance with
Mrs installation criteria. Final approval of the guardrail layout to be given by VDOT offer grading is mostly
complete.
ite Plan
PAV I N G
205 Brick Kiln Lane
RICA
'LAN
Stonewall Mac isterial District
Frederick Co inty, Virginia
CIVIL SHEET INDEX
TMP wAs,55 1 CIVIL COVER SHEET
2 SITE PLAN
3 DETAILS
Zoned: Mm2
Proposed U
Patton H a
Engineers. Surve
: Industrial
Vicinity Map
Scale 1 "= 2000'
uary 08, 2010
ris Rust
Irs. Planners.
LOCAL UTILITIES
Frederick County Sanitation Authority
P. 0. Box 1877
Winchester, Virginia 22604
(540) 868-1061 P.O.C. John Whitacre
Allegheny Power
3463 Valley Pike
Winchester, Virginia
(540) 722-5852
Verizon
404 Hillandale Lane
Winchester, Virginia
(540) 665-3156
22604
P.O.C. Mark Roy
22602
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
(540) 869-1111
22604
P.O.C. Tim Hackman
City of Winchester Department of Public Utilities
Rouss City Hall
15 North Cameron Street
Winchester, Virginia 22601
(540) 667-1815 P.O.C. Kelley Henshaw P.E.
Associates
Landscape Architects.
1 17 East Picl
+ Winchester,
T 540.667.21
F 540.655.04
adilly Street
A 22601
N
OWNER/DEVELOPER
REMAC AMERICA, INC.
10860 SPRING KNOLL DRIVE
POTOMAC, MD 20854
(800) 600-9608
EROSION CONTROL
1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on-site pre -construction
meeting with public works staff to discuss the approved erosion and sediment control plan. No
pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject
project.
2. Contractor to contact the public works department to schedule the required erosion and sediment control
measures inspections as indicated by the program administrator. If the erosion and sediment control
measurers have been installed in accordance with the approved plan, the Department of Public Works will
grant approval to initiate land disturbing activities.
3. Prior to release of building permits, the following items shall be completed:
a) Subdivision shall be stabilized in accordance with the approved pion (i.e., road surface, stormwater
conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, etc.)
b) Submittal of certified as -built of the subdivision which contains the following items.. stormwafer
conveyance system, curb and gutter, drainage channels and ditches, stia meater pond. A letter from the
engineer -of -record shall be included with the as -built which states that the subdivision has been
constructed in accordance with the approved plan.
c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building
permit application for each lot proposed for construction.
4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
5. All erosion control structures shown or as required during construction shall be confinuousy maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base
installed at the earliest possible date after establishing grade. No area is to remain denuded for more
Main 7 calenotor days when construction is not in progress.
6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -trying in the
affected area.
7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6'
topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cored for as
necessary to provide a good lawn quality gross cover. Areas not groded shall be disced, leveled and
seeded to achieve town conditions.
Approved by Frederick County Zoning Administrator
3/w /)
Site Plan Approval Valid for 5 Years From Date Shown Hence Date
Project Number:
Sheet Number_
SITE PLAN APPROVAL
NAME, DATE L4 I I
St1EPLANNUMBER 33-10
16467-1-0
1 of 3
P 54 4 11
IN 54-4-1
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0'14
PROJECT SUMMARY a
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TAX IDENTIFICATION NUMBER 54-A-55 0 i m U� , z
0
EXISTNG PARCEL AREA 120 acres
DEVELOPED PARCEL AREA 1.20 acres
0
ZONING M-2 a 0 W W
ADDRESS 205 BRICK KILN LANE
CURRENT USE INDUSTRIAL
PROPOSED USE INDUSTRIAL
DOSING BUILDING AREA 23,400 SO. FF. v �'
NOTE NO CHANGE TO FLOOR AREA RATIO C
DISTURBED AREA 5044 SO. FT. y "
� L
• L
SLTH4CK REQUIREMENTS REQUIRED P 1p Q
FRONT 75' 85.0' 'v
SIDE (FAST) 25' 0' 0-
SIDE XST) 25' 27.4' O 00 N m
BUILDING HEIGHT 60' t 35' y -gyp CCA M rn
PARKING REQUIREMENTS SPACES Q o o Q N o
REQUIRED 1.5 PER EMPLOYEE (6 EMPLOYEES) 9 '� u
STANDARD SPACES REQUIRED 8 °� a m m
STAMM SPACES PROVIDED 9 rn m t0\0
REQUIRED HANDICAP SPACES 1
PROVIDED HANDICAP SPACES 1
TOTAL SPACES PROVIDED 10 3 o n: LL
LOADING SPACES REWIRED 1 d f 1-
LOADING SPACES (EXISTING) 3 y i
0,
NOTES:
1. PROJECT SHALL COMPLY WITH THE VIRGINIA UNIFOB.I STATEWIDE BURDING COX y
INTERNATIONAL BUILDING CDDE/2006. OTHER CODE THAT APPLES IS IBC/ANSI = Rn +
A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITES.
C vi
2 NO ENVIRONMENTAL FEATURES SUCH AS STREAMS, FLOOD PLANS, LAKES, PONDS, 0 a)
WERANDS, NATURAL STORMWATER DUETION AREAS, STEEP SLOPES OR WOOIXRNDS +,,, .q)
EXIST ON THIS SITE
a w IF rel
3. NO EXISRNG TREES TO BE DISTURBED.
4. NO NEW PARKING LOT LIGHTING IS PROPOSED.
5. WE ARE DISTURBING LESS TBUN 1 ACRE THEREFORE NO SNM/BMP FACILITY IS
REQUIRED.
6. INCREASE N IMPERVIOUS AREA IS 639 S.F. FOR HANDICAP SPACE/ACCESSIBLE ROUTE.
7. MINIMUM ACCESSIBLE PARKING SPACES ARE PROVIDED PER T1106.1 OF IBC 2005.
ACCESSIBLE PARKING IS LOCATE) ON THE SHORTEST ROUTE OF TRAVEL FROM THE
PARKING AREA TO THE ADKENT ACCESSIBLE ENIROM SIGNAGE SWdI COMPLY WITH
USBC 1106.8. ACCESSIBLE PARKING COMPLIES WITH IRE/ANSI A117.1. A
B. ACCESSIBLE ROUTE SMi COMPLY WITH ADA REQUIREMENTS, UNLOADING AND PARKING LL
AREAS SHALL. NOT EXCEED 2% SLOPE
9. ELEVATIONS SHOWN ARE APPROXIMATE CONTRACTOR TO VERIFY All GRADES AND
ENSURE COMPLIANCE WITH APPLICABLE STANDARDS.
V/
LEGEND
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MLFSSF PAIN PAMSIENT MEA ................ Z
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OPEN SPACE W IBM . .....................
1.5' SM1251
11�6-WOTVB
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ACCESSIBLE PARKING PAVEMENT SECTION
Not to Scale
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connections, aubing awl dermeated as pAng, aM all normal andR'
access pads to the structu e. The am6actor M Comkiate Nb the In N
MarAtati to ensam Utes¢ requiranents am satisfied.
z Z y Zn
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SOILS
DATA
NO.
NAME
SLOPE
PERMEADIL
WATER
RUNOFF
SHRINK
SWELL
EROSION
SEASONAL
ITY
CAPACITY
POTIL
HAZARD
HIGHVATER
14B
FREDERICK-
2-77.
MODERATE-
MODERATE
MEDIUM
HIGH
MODERATE
--
POPLIMENTO
I
MOD. SLOW
I
I
I
LOAM
0'14
PROJECT SUMMARY a
so
Q o , wow.
TAX IDENTIFICATION NUMBER 54-A-55 0 i m U� , z
0
EXISTNG PARCEL AREA 120 acres
DEVELOPED PARCEL AREA 1.20 acres
0
ZONING M-2 a 0 W W
ADDRESS 205 BRICK KILN LANE
CURRENT USE INDUSTRIAL
PROPOSED USE INDUSTRIAL
DOSING BUILDING AREA 23,400 SO. FF. v �'
NOTE NO CHANGE TO FLOOR AREA RATIO C
DISTURBED AREA 5044 SO. FT. y "
� L
• L
SLTH4CK REQUIREMENTS REQUIRED P 1p Q
FRONT 75' 85.0' 'v
SIDE (FAST) 25' 0' 0-
SIDE XST) 25' 27.4' O 00 N m
BUILDING HEIGHT 60' t 35' y -gyp CCA M rn
PARKING REQUIREMENTS SPACES Q o o Q N o
REQUIRED 1.5 PER EMPLOYEE (6 EMPLOYEES) 9 '� u
STANDARD SPACES REQUIRED 8 °� a m m
STAMM SPACES PROVIDED 9 rn m t0\0
REQUIRED HANDICAP SPACES 1
PROVIDED HANDICAP SPACES 1
TOTAL SPACES PROVIDED 10 3 o n: LL
LOADING SPACES REWIRED 1 d f 1-
LOADING SPACES (EXISTING) 3 y i
0,
NOTES:
1. PROJECT SHALL COMPLY WITH THE VIRGINIA UNIFOB.I STATEWIDE BURDING COX y
INTERNATIONAL BUILDING CDDE/2006. OTHER CODE THAT APPLES IS IBC/ANSI = Rn +
A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITES.
C vi
2 NO ENVIRONMENTAL FEATURES SUCH AS STREAMS, FLOOD PLANS, LAKES, PONDS, 0 a)
WERANDS, NATURAL STORMWATER DUETION AREAS, STEEP SLOPES OR WOOIXRNDS +,,, .q)
EXIST ON THIS SITE
a w IF rel
3. NO EXISRNG TREES TO BE DISTURBED.
4. NO NEW PARKING LOT LIGHTING IS PROPOSED.
5. WE ARE DISTURBING LESS TBUN 1 ACRE THEREFORE NO SNM/BMP FACILITY IS
REQUIRED.
6. INCREASE N IMPERVIOUS AREA IS 639 S.F. FOR HANDICAP SPACE/ACCESSIBLE ROUTE.
7. MINIMUM ACCESSIBLE PARKING SPACES ARE PROVIDED PER T1106.1 OF IBC 2005.
ACCESSIBLE PARKING IS LOCATE) ON THE SHORTEST ROUTE OF TRAVEL FROM THE
PARKING AREA TO THE ADKENT ACCESSIBLE ENIROM SIGNAGE SWdI COMPLY WITH
USBC 1106.8. ACCESSIBLE PARKING COMPLIES WITH IRE/ANSI A117.1. A
B. ACCESSIBLE ROUTE SMi COMPLY WITH ADA REQUIREMENTS, UNLOADING AND PARKING LL
AREAS SHALL. NOT EXCEED 2% SLOPE
9. ELEVATIONS SHOWN ARE APPROXIMATE CONTRACTOR TO VERIFY All GRADES AND
ENSURE COMPLIANCE WITH APPLICABLE STANDARDS.
V/
LEGEND
&W ION ROW MWEAIC MFA . .............. • . O
MLFSSF PAIN PAMSIENT MEA ................ Z
Dam GP/DE. ....... • ............... >so�_
ZONNC 110MMYa .......................
OEM SIOMI gWYCE B SIRUCDXE ............. -- ----
r
OPEN SPACE W IBM . .....................
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® PROPOSED MINIMUM 1Vz NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) D_ = 3 I— IL
PLAN VOW x MINIMUM( 12 INCHES OR GREATER AS NECESSARY TO ABUT THE'. FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED 6-1 CORES (SEE NOTE 3) O
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e 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. vi
•` 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIOENING SHALL MEET OR EXCEED THE DEPTHS PND TYPES OF THE LAYERS OF EXISTING PAVEMENT. p a)
s�r ��■ SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAYEMENT SHALL BE AOIXRESSm IN THE PAVEMENT DESIGN. ,N N
y yy� im. a 3. A LEN&" OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING W
smaa0 V (�)Nm�o/f PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
SHALL
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COURSE, UNLESS WAIVED BY1LT/HHE INCHES HAW REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
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S. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
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6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
ava[ m I lu ae¢ 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(4 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
Im A/o0 AT TE -IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315,07(4 OF THE
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SPECIFICATIONS.
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FRONT ELEVATION
STANDARD TRASH ENCLOSURE DETAIL
��DOTASPHALT PAVEMENT WIDENING REFEREM'� J
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 I IEVISION DATE FOR WIDENING SUBJECT TO TRAFFIC
31s
303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
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2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, TRANSVERSE PAVEMENT TIE-IN
4000 PSI PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS 2" R
(ALONG FACE OF CURB) WILL BE PAD FOR AS TRANS;TON LENGTH w
RADIAL CURB.
�'Tlc(C� e • 1/=" MN NOTES
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH
AS 3" (5" DEPTH) OR INCREASED AS MUCH AS D.: D,: te t TRANSVERSE PAVEMENT TE -IN SHALL BE USED TO
3" (21" DEPTH) N ORDER THAT THE BOTTOM :e,' :e, m PROVDE A SMOOTH TRANSITION BETWEEN NEW PAVEMENT
OF CURB YRL COINCIDE WITH THE TOP OFA • • • • TEXISTNC PAVEMENT AND ASS EXISTING PAVEMENT OR AN EXISTING BRIDGE
COURSE OF TFE PAVEMENT SUBSTRUCTURE. D., 0, PLANED SURFACE T QR � AS ON THE PLANS AND DIRECTED BY
OTHERWFSE, THE DEPTH IS 70 BE 18" AS SHOWN. w
NO ADJUSTMENT N THE PRICE BID IS TO BE MADE •e' :•
2 THE HOFIl PAVEMENT SHALL BE PEALED A SHALL
FOR A DECREASE OR AN INCREASE N DEPTH. Co A' T D.' T D SURFACE DEPTH OF 9( THE FULL DEPTH OF PEALING SHALL
Z EQUAL THE DEPTH OF THE ASPHALT OVERLAY. 1-
5.
5. CG -2 t5 TO BE USED ON ROADWAYS MEETING w :' • ;°; PLANING TRANSITION PAVEMENT DETAIL 3. TRANSVERSE PAVEMENT DE -INS SHALL BE CONSTRUCTED 5
THE REQUIREMENTS FOR CG -6 AS SHOWN IN w D,' D.' • D A INRJAAl1M9 OF 10 FEET N LENGTH FOR EVERY NCH OF
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. m r t
IN THE SECTION ON GS URBAN STANDARDS. D • D • DEPTH OF PAVEMENT PLANING PERFORMED. Z
4. TRANSVERSE PAVEMENT TE -N SHALL CONFORM TO W!
THE REQUIREMENTS EX OF BECTON 315.05TS AT THE
• e • • e • ' BASE LOCATIONS
SH EXCEPT THAT ALL JOINTS AT TE ST W
LOCATIONS SHALL C TESTED USING A 10 FOOT STRAIGHT
EDGE N ACCORDANCE WITH THE REQUIREMENTS THE
OF
BECTON E TESTING
OF GE F THE SPECIFICATIONS. THE VARMiON Q
TRANSITION LENGTH FROM THE TESTING EDGE C THE STRAIGHT EDGE
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SURFACE MIX ASPHALT A MINIMUM OF 3 FEET IN LENGTH > LO Z
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" ROAD AVD BRDGE STANDARDS SPEEFERENCECIFICATION TRANSVERSE PAVEMENT TIE-IN �vooT
ROAD AND BRIDGE STANDARDS
1105 REVISION DATE I SHEET 1 OF 1
210
502 VIRGINIA DEPARTMENT OF TRAdSPORTATION 315 REVISION DATE S)EET 1 of 1 Z Z Y ZO n
20LOI 515 305.01
VIRGINIA DEPARTMENT OF TRANSPORTATION N Q3 w w
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