HomeMy WebLinkAbout33-07 Coca-Cola Business Park Industrial Lots 3 & 4 - Back Creek - Backfile (2)GENERAL NOTES
1. The property delineated on this pion is located on State Route 652, Apple Valley Road in
Frederick County, VA. The property contains 25.44 acres. The owner intends to construct two
commercial entrances from Route 652 to the property in anticipation of future development on
the site.
2. Property Contract Owner/Developer: Contact: Mr. R. J. Turner
Turner Enterprises, LLC
2971 Valley Ave
Winchester, VA 22601
3. Engineer Contact: Mr. John Lewis
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601 Telephone: (540) 662-5792
4. Property boundary and topographic information on these plans was provided by
Montgomery Engineering, P.L.C.
5. Site Data:
Existing Parcel Area: 25.44 Acres
Tax map: 63-(A)-588, 63-(A)-58C
Zoning: M1
Magisterial District: Back Creek
Existing Use: Vacant
Proposed Use: Light Industrial
Front Yard Setback: 75'
Side Yard Setback: 25'
Rear Yard Setback,: 25
6. Environmental Features:
Wetlands - No wetlands have been identified on this site other than the existing stormwater
management pond shown on the plans.
Flood plain - The parcel contains no land designated as within any floodplain or flood hazard
area as depicted on F.I.R.M 510063 0115 B.
Sink Holes- No sink holes have been identified on this site.
Steep Sloges- Steep slopes are defined by the Frederick County Code as slopes exceeding
50%. The area of steep slopes allowed to be disturbed is 25%. No steep slope areas have
been identified in the work area. No disturbance of the steep slopes is proposed in association
with the construction of the proposed roads.
CONSTRUCTION NOTES
1. The existing utilities shown on these plans ore based on available information. The
CONTRACTOR shall be responsible for determining the exact location of all utilities before
commencing work and for any damages which occur by the failure to locate and preserve
these utilities. If the CONTRACTOR should encounter utilities other than those shown on these
plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and
proper steps to protect the facility and assure the continuance of service. Call "MISS UTILITY"
@ 1-800-552-7001 two days prior to any excavation.
2. The CONTRACTOR shall have approved construction drawings prior to the start of
construction. At least one copy of approved plans and revisions shall be kept on -site at all
times.
3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for
on the plans.
4. Controlled Fills:
A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and
in other areas as designated on the plans.
B. Controlled fills shall be compacted to 95% density as determined by methods per standard
proctor ASTM D698. Density shall be verified by a qualified soils engineer.
C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density,
beginning from the existing ground surface, unless otherwise approved in writing by a qualified
soils engineer.
D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed,
and stripped of topsoil. The area is then to be scarified and compacted to a depth of 6
inches to the some density as the controlled fill to be placed thereon.
E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of
roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material.
5. Blasting is not permitted within 25 feet of existing utilities without owner permission.
6. The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting
any off site construction activities.
7. All radii indicate edge of gravel, edge of pavement or face of curb as applicable.
8. Where plans call for matching existing pavement, the CONTRACTOR shall provide cut joint or
asphalt overlay as required to provide a smooth transition.
9. All property corner markers disturbed or otherwise obscured by construction are to be
replaced and verified by a certified land surveyor at the CONTRACTOR's expense.
10. Pavement construction and material items called for on the plans refer to VDOT standards
and specifications.
11. Erosion and sediment control practices shall conform to the requirements of the Virginia
Erosion and Sediment Control handbook.
12. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate
utility company as necessary.
13. All site distance obstructions should be removed. VDOT shall confirm the adequacy of site
distance prior to issuance of a Land Use Permit.
14. The Contractor shall complete all grading so as to provide positive drainage and preclude
ponding.
15. The Contractor shall notify the Engineer immediately of any unusual conditions or
discrepancies on this plan.
16. Improvements shall be constructed in accordance with all applicable local, state, and
federal standards, including Frederick County, VDOT, Lord Fairfax Soil and Water Conservation
District and the Virginia Erosion and Sediment Control Handbook.
17. Entrance grades shall start back of the shoulder line. If necessary, the ditch line shall be
shifted away from the roadway to provide at least nine (9") inches of cover over the proposed
culvert.
18. Entrance grades are to be smoothly tied into the roadway by rounding as necessary.
The current traffic conditions in the immediate area of the proposed Turner
Commerce Center have been considered. According to figures published by the
Virginia Department of Transportation, the Average Annual Daily Traffic on Route
652, Apple Valley Road, in 2004 was 2,200 vehicles between Route 628, Middle
Road and Route 651, Shady Elm Road. Assuming an annual increase in traffic
of 4%, the traffice on Route 652 in the year 2007 will be approximately 2,475
VPD.
Traffic impacts from the proposed development will be estimated using the
figures in the ITE Trip Generation Manual, Seventh Edition. Since no specific land
use is proffered for the site, the category of Land Use which will be applied to
the 25.44 acres of Lots 63-A-588 and 63-A-58C will be similar to the
existing adjacent use which directly correlates with the zoning of the parcel, M1.
The type of land use that will serve as a model for traffic impacts will be
Warehousina - Land Use 150. Warehouses are primarily devoted to the storage
of materials, but they may also include office and maintenance areas. These
calculations are based on a leasable area of 831,125 square feet. This leasable
area is the maximum that could be constructed on the site in a 1-story
building according the the M1 zoning requirements.
Warehousing, ITE Code 150
Based on a o
,_,,L�cted
gross leasable area of 831,125 square feet:
,C)3
Y_
Weekda .
Weekday
trips
Peak
per 1000 sf
0.55
3 trips
'[63
A.M.
Hour: trips
per 000 sf = 457 trips
Weekday
P.M. Peak
Hour: 0.58 trips
1000 sf 482 trips
Saturday.
1.00 trips
per 1000 sf =
831 trips
0
Sunday:
0.65 trips
per 1000 sf = 540 trips
'go
)6
KA: Fi
WIMMMI rm<cefc; IN 11, IiNjIIIN
ROP","SED ENTRANCES
APPLE VALLEY ROAD, ROUTE 652
EX. STORMWATER '+AGEMENT POND
63-(A)-58C
TURNER ENTERPRISES, LLC.
INSTR. #060003995
ZONING - M1
USE - VACANT
BLACKBURN LIMITED PARTNERSHIP \ I I
63-(A)-801
D.B. 812, PG. 70
ZONE: RA
USE: VACANT
63-(A)-588
TURNER ENTERPRISES, LLC.
INSTR. #060003995
ZONING - M1
USE - VACANT
DIRECTV OPERATIONS, LLC
63-(A)-58A
ZONE: M1
INST. #030005345
USE: IND.
E
WINCHESTER-SHADY ELM, LLC
63-(A)-58
INST. #030010472
ZONE: M1
USE: IND.
PROJECT OVERVIEW
200 0 200
Scale 1 )? = 200 ft
ABBREVIATIONS
ASSY.
ASSEMBLY
ARV
AIR RELEASE VALVE
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CL
CLASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F. F.
FIRST FLOOR
F.F.E.
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F. L. S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Go.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MID
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NLT
NO LEFTTURN
NRT
NO RIGHT TURN
N. T. S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PIP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T. B. D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TO
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CATV
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
*00.00
PROPOSED SPOT ELEVATION
x(OO.00)
EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1/8" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
LIST OF DRAWINGS:
SHT. 1/3: COVER SHEET
SHT. 2/3: ENTRANCE PLANS
SHT. 3/3: NOTES AND DETAILS
On
11P 1P
CONSULTING
ENGINEERS
PAINTER=LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: off ice@painterlewis.com
JOB NO.: 0601006 SHEET:
AUGUST 24, 2006 1/3
K:
> f
m
POSTED
SPEED
LIMIT = 35
MPH
ITANCE
TO ROUTE 628=0.95
MI.
DISTANCE
TO ROUTE 651=0.10 MI.
GHT DISTANCE = 390' SIGHT DISTANCE = 390'
EX. 15"0 RCP [STRUCTURE #2 REMOVE EX. CURB AS REQ'D
INV. IN=768.72
ELOCATE E�, POLE INV. OUT=768.46 RELOCATE EX. POLE
dim C&G
ROUTE 652 - APPLE VALLEY ROAD
POSTED SPEED LIMIT=35 MPH
R/W VARIES
- - - - - - - - - - - - - -
z ov U2-
" -"� = 7
F PR. STOP ���N
11�1- (D
------------
��T- DISTANCE REQUI
Amk -4-
lj�
Til �X-WATERLI
Mt-� -- — — — — - -- - 11 ---- 0 ft `�-N
EX. WATLELINF 141.87' �4 �191 8 E
------- NE
EX*"SAtl*ARV
-------- TOP 779.181-
80.0
0.00,
EX- CIRCE MAIN — -----
EX. POND OUTLET EX. SAN. M
TOP=775.42 TOP=777.69
FM IN=768.96 RELOCATE EX. TR
By OWaS�'AS
EX. 15"0 RCP INV. IN=768.44 DIRECTED R
INV. IN=769.15 INV. OUT=768.24
INSTALL ADA �CCESS
INV. OUT=769.14 RAMPS AS R MUIRED BY
VDOT INSP TOR
'2
112-00
63.68'
.EAST ENTRANCE AND TURN LANE DETAIL
SCALE : 1 " = 30'
POSTED SPEED LIMIT = 35 MPH
150' DISTANCE TO ROUTE 628=0.80 MI. DISTANCE TO ROUTE 651=0.25 Mi.
TAPE SIGHT DISTANCE = 390 SIGHT DISTANCE = 390'
100.00,
90 sl'
T DISTANCE REQuIF� -T2 <
ED
EX. POLE 2
GAS
RELOCATE EX. POLE
7E VAL
ROUTE 652 - APP LEY ROAD
POSTED SPEED LIMIT=35 MPH
R/W VARIES
woo-"
ITE DtSTANICE REQUIR D
390 S
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.24
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EX. 15"0 CMP
INV. IN=768.44
ELOCATE EX. POLE INV. OUT=768.17
390 P SITE DISTANCE REQuIRED
STRUCTURE #1
RELOCATE EX. POLE
f� — —
A
EX. GAS MARKE 3
EX GV
S43*47#47
=7T --------
4.88 .04 RLIN-E--
EX. tAT
30-56'
E)j-_SAN. Fm F
EX.
bp 0, All, %11 A
96" /Ir FORCE MAIN 4
ARROW DETAIL FOR PAVEMENT MARKING
NOT TO
SCALE
ARROW TO BE
POSITIONED AS SHOWN ON PLANS
B, CLASS 1, WHITE
PAVEMENT MARKING,
DTYPE
4" WIDTH, 2' STRIPE, 4'
GAP.
TYPE
B, CLASS 1, WHITE
PAVEMENT MARKING,
ELONGATED ARROW. SEE
DETAIL THIS SHEET
FOR
TYPICAL DIMENSIONS.
TYPE
B, CLASS 1, WHITE
PAVEMENT MARKING,
12"
WIDTH, LENGTH AS
SHOWN.
30 0 30
90
I
m I
Sca(e 1'/ = 30 ft
4 6,
775.4 EX.'GAS MARKER --E)77F0f7-E FA-M��-
76.0
TC TC EX. SAN. ARV
EXj; WL AR
TOP=780.68
E
RELOCATE TREES As
DIRECTED OWNER RI-1
PR. STOP SlGN
INSTALL ADA ACCESS 75' BRL EX. POND OUTLET
RAMPS AS REQUIRED BlY TOP=775.33
VDOT INSPECTOR WSE=771.3
EX. 15"0 RCP
INV. IN=769.80
INV. OUT=769.61
tx
WEST ENTRANCE AND TURN LANE DETAIL
SCALE : 1 = 30'
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N C. LEWIS
No. 21621
01.1
IONAL
SURVEY: C.I.:
MEG 2'
DRAWN BY: JOB NO.:
SEM 0601006
SCALE: DATE:
ASSHOWN 08/24/06
SHEET: 2/3_
Virginia Department of Transportation
Staunton District
Rev. May 1, 2004
VDOT General Notes
V1. 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 floggers must be certified in
accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles,
junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the
developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity.
VDOT approval of these plans does not indemnify the developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as
deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of
the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any
work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the
engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior
to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length
of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via
a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and
Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through
construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of
Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices
and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction.
V1 1. All water and sewer lines within existing or proposed VDOT right-of-woy 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, coves, etc.) encountered during the
course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to
placement and fill. Where CBR testing is required, a VOOT representative shall be present to insure the sample obtained is
representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be
clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in
accordance with all applicable VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch
lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum
moisture for the full width of any dedicated street right-of-way. At the direction of VDCT, 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 CID and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum
design standards and is the responsibility of the developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by
the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic
Control Devices.
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of
construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the
local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be
determined using the density control strip in accordance with Section 304 of the VDOT Rood and Bridge Specificati,)ns and
VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be subm,Zted 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 Rood and Bridge
Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A
certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily,
unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the
construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored
below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report
findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall
comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered,
the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three (3) years from the date of the approval letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with
VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.
STOP
30" x 30" STND. R1-1
STND. U-CHANNEL POST
M-1
PROP. GROUND
30"
STOP SIGN DETAIL
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NOTES
I. KIPTIM Or PILET (M) To K SHOWN ON pLmS.
rOR DEPTH GREATER THAR IVUSE STANDARD
01-11A
2. ?"9 -W' WN111101111 99006 ON THE STANDARDS
CIFED ON THE 11111,1M W�l K
0 FROM THE 11N4RT OF HE OLITIFALL
TO THE TOP OF TNE ST*jCTuW.
!TMENIIIIIIJUN AWPE APPROONATE ONLY
A 9,C AkW
TM R TS NLACTUAL
9 SMI11ILL K rEJ:&0 THE
CINTRACTOR FROM FIELD CONIDITTIIONIS�
3. 111 SPECIFIED ON THE PLANS THE INVERT IS
TO K SHAPED IN ACCOIN)ANCE INITH STANDARD
6-1. TW COST Or FLO-I&AKWt. Ale PLACING ALL
IAAT[ft%S WCMEWAL -� �- THE SIWM 19 TO ISE
INCILLOEID IN THE W "4E FOR THE STWXTURE.
4. N THE EVEW TIME 1WERT OF THE OUTrALL
Pq 49 J THM THE DOTTOM OF THE
5 T HE INI OF THE STFA)CTUK
OYU K NWEd WrtH WANT IMORTAN TO
PREVENT STAMM OR POIMM OF wArta
IN Tit PRKTURE. TME COST OF FLOVMP"
AM PLAGM OLL WIAT~ WIDGMTAL TO
INILET SWPM IS TO WL INICILLICIED IN THE W
PRM FOR TME STWI
S. STEPS ARE TO K PROVIIIIIIED WINER H IS W-01"
ON GREATER. FOR DETAILS SEE STANDARD ST-1
L THIIIIII ITEM MAY K PRECAST OR CAST -IN -PLACE.
7. 0 4 X A" SWIDIDT" DOWLS AT AIIIIIIIII110111MATEI.Y
D
IV, C-C 10 K�w of
70 ABU TM T, At AOJACENT
T Tt TO%%
4'- 2"
Hardwwf C"
UTTLEMENT. IN LIEU OF DOWELS A 2"X4"
NOTCm Y Crr STAPIDARD
2--7
we" he**
46
. .
.4 L.
. See Not* a
i
a. 31. TER VW" "M WIM 0"M"IPLASTIC
1 __6tR/4- NUN OR G&VAIZED
�41D
OL
I It
RAI
, ,
b
A
CoGor
4" dWh AW
78
C
Se Or MRSMUM WINE OV4METER 043"
IN R Wsm Kiminialt cLoyw Aidiioko
fii
-it
*",a or
*8 6" width
I
F1 Y TO THE OUTSIDE OF THE STRILICTURE.
r
o 4.
9. CAST IN PLXE TE 19 TO K CLASS A3
(3000 PSI). PRECAST CONCIIIIETE IS TO BE
�
4000 Pg.
A
UU10.
ANY ALTCRMTC WTHM OF APICHORAM
WEETINIG THE APPROVIL OF THE ENGINEER
C
MOORE
WAY K FOR THE CAST VOIN
ASSUOTITUTED
LUGS S"O" HERE ONL
SECTION
A -A
4
wwwwwwwwIff
CONCRETE OLIANTITIES FOR WN. DEPTH
12" concrete pot - 1.440 Cu. Yde. Comer*ft
15" concrete POO 14S28 Cu Yde. Covw*t* SECTION C-C SECTION D-D
*'Concrete p1po 1.620 Cu, Yde. Conwrote
24" conerate p* 11,8117 Cu. Yde. Concrete GRATE DETAIL
Add 0-4111109 Cu. Yde per
o"Oonal foorl of depth. APPROXIMATE VWCMT
Cam IF*"
Grote X3 ± 18 ft
STANDARD DROP INLET Ywcncwm
12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233
VW�OM DEPA*TWENT Or TRAWSP(MATION 302
iO4_OIJ
I
bi N >-
z In LJ
1 (0 _J I
ft� <
LIJ bi MILL A 1 1/2- X 12" TIE-IN JOIN
LIJ
bi 0 1
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n
I EX. RD. = 9' (APPROX)
CROSS SLOPE
..... ......... 11411K?1? < 1� 1� 1� CG-6
..................................... : � � � �
............................................
......................................................... ................ ...
2" SM-12.5A ............................................................................. ....
.................................................... ..
. . ........................................ ....
.... ... 12"
4" BM-25.0
6" 21-B
COMPACTED SUBGRADE---J
6" CBR-30, 100% OF PROCTOR
TYPICAL TURN LANE SECTION -
NOT TO SCALE
NOTE ALL NEW PAVEMENT SHALL CONFORM TO THIS PAVEMENT
SECTION OR MATCH THE EXISTING PAVEMENT, WHICHEVER IS THICKER.
�4
_3 PR, STREET OR
AISLE APPROACH TO
A- BE THE SAME AS
MAINLINE ROADWAY.
SHOWN ON PLANS)
(RADIUS TO BE AS
C3
-SHOWN ON PLANS)
ADIAL COLDINATIO
C UTTER
_4' 113-6)
SIDEWAL
X s JO DIPTI
PAN ION INTA FLOW LINE
NOTE, WIDTH 'B'= 2'-0' MAMVT-M
OR AS SHOWN ON TYPICAL
SECTION. PLAN \AEW
EDGE [IF SHOUL.DER OR % MAX
13PTIONAL FLOW LINE LOPE �HANGE
I FS M
8% MAX. 1 M
SLOPE CHANGE
CL SS A
A
(H.E S)
CON&ETEI::_�
- CWIM
Z
M CONSTRUCT GRADE CHANGES WITH A
PARABOLIC CURVE.
(g WHEN THE ENTRANCE RADII CANNOT
ACCOMMODATE THE TURNING REQUIREMENTS
OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE
JOINT
DEPTH FOR SIDEWALK AND CURB RAMPS
WITHIN THE LIMITS OF THE RADII SHOULD BE
INCREASED TO 7'.
WHEN STADARD CG-11 IS USED FOR
ENTRANCES BUILT IN CONJUNCTION WITH
VDOT PROJECTS, PLEASE NOTE THE
FOLLOWING,
-D
WOMAINLINE PAVEMENT SHALL BE CONSTRUCTED
TO THE R/W LINE (EXCEPT ANY SUBGRADE
STABILIZATION REQUIRED FOR MAINLINE PVMT.
_D
WHICH CAN BE OMITTED IN THE ENTRANCE.)
A RADIAL CURB OR COMBINATION CURB AND
ANY GUTTER SHALL NOT BE caNSTRUCTED
BEYOND THE R/W LINE EXCEPT FOR
REPLACEMENT PURPOSES.
D
WHEN USED IN CONJUNCTION WITH STANDARD
CG-3 OR CG-7, THE CURB FACE ON THIS
STANDARD IS TO BE ADJUSTED TO MATCH THE
MOUNTABLE CURB CONFIGURATION,
SEE STANDARD CG-12 FOR CURB RAMP DESIGN
SECnON
A -A
TO BE USED WITH THIS STANDARD.
,PLOkNS ARE TO INDICATE WHEN CONSTRUCTION OF
GUIDEUNES FOR GWE CH&WE
D
IS REQUIRED TO PROVIDE POSITIVE
ENTRANCE VOLUME
DESIRABLE
MAXIMUM
DRAINAGE ACROSS THE ENTRANCE.
HIGH (MORE THAN 1500 VPD)
MEDIUM <500-1500 VPD)
0%
0%
3%
6%
OPTIONAL FLOW LINE MAY REQUIRE WARPING OF
LOW (LESS THAN 500 VPD)
<6%
8%
A PORTION OF GUTTER TO PRECLUDE PONDING
OF WATER.
METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
AND COMMERCIAL ENTRANCES
VDOT 2001 STANDARDS NOT TO SCALE
Scenario: STRUCTURE #2, 2 YEAR EVENT
I Label Inlet Inlet Total
Total
I Capture
Gutter
I Gutter I
Type Intercepted
Bypassed
I Efficiency
Spread
I Depth I
I Flow
I Flow
I M I
(ft)
I (ft) I
I (cfs)
I (cfs)
----------
I I
------------
--------
I I
-------- I
------------- ------------ -------------
STR 2 1 Grate Inlet Grate DI-1 1.74
--------------------------------------------------------------------------------------------
0.00
100.0
I
1 10.72
I
1 0.21 1
Scenario: STRUCTURE #2, 10 YEAR EVENT
I Label I Number I Section I Section I Length I Total
I Average I
Hydraulic
I Hydraulic I
I of I Size I Shape I (ft) I System
I Velocity I
Grade
I Grade I
I Sections I I I I Flow
I (ft/s) I
Upstream
I Downstream I
I I I I I (cfs)
--------- ---------- -------- --------
I I
----------
(ft)
-----------
I (ft)
------------
I----------
I P-1 1 1 15 inch Circular 30.00 2.33
-----------------------------------------------------------------------------------------------
5.06
769.41
768.96
I Label I Total I
Ground
I Hydraulic
I Hydraulic I
System I
Elevation
I Grade
I Grade I
Flow I
(ft)
I Line In
I Line Out
(cfs) I
--------
-----------
I (ft)
-----------
I (ft)
-----------
I
1 0-2 1 2.32 1
773.00
I
1 768.46
I
1 768.46 1
1 STR 2 1 2.33 1
------------------------------------------------------
771.80
1 769.41
1 769.41 1
Scenario: STRUCTURE #1, 2 YEAR EVENT
L�j
_J
F_
F_
I Label I
Inlet
I Inlet
Total I Total
I Capture
I Gutter
I Gutter I
Type
Intercepted
I Bypassed
I Efficiency I Spread
I Depth I
I
Flow I Flow
I M
I (ft)
I (ft) I
I
(cfs) I (cfs)
I
I
I I
FL-:
-------------
------------
-------------
I ----------
I ------------
I --------
I -------- I
I STR 1 1
Grate Inlet
Grate
DI-1
1.69 1 0.00
1 100.0 1 10.57
1 0.21 1
LIJ
_3
--------------------------------------------------------------------------------------------
0
fy_
Scenario:
STRUCTURE
#1, 10 YEAR EVENT
a -
I Label I
Number
I Section I
Section
I Length I Total I
Average I
Hydraulic I
Hydraulic I
of
I Size I
Shape
I (ft) I System I
Velocity I
Grade I
Grade I
Sections
I
Flow I
(ft/s) I
Upstream I
Downstream I
I
(cfs) I
I
(ft) I
-----------
(ft)
------------
I P-1 1
-----------------------------------------------------------------------------------------------
----------
1
---------
15 inch
----------
Circular
-------- -------- ----------
33.00 2.27
I
3.78 1
I
769.12 1
768 .77 1
I Label I
Total I
Ground I
Hydraulic
I Hydraulic I
System I
Elevation I
Grade
I Grade I
Flow I
(ft) I
Line In
I Line Out I
(cfs) I
-------- -----------
I
(ft)
-----------
I (ft)
-----------
1 0-1 1
I
2.26 1
772.00
768.17
768.17
1 STR 1 1
------------------------------------------------------
2.27 1
771.00
769.12
769.12
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SURVEY:
NA
C 1.
. N : A
DRAWN BY:
JOB NO.:
SEM
0601006
SCALE:
DATE:
NA
08/24/06
SHEET:
3/3
7 3