HomeMy WebLinkAbout31-01 Invic, L.L.C. (Office - Warehouse) - Shawnee - Backfile (2)LL
0
Q
v
M
0
N
0
0
0
awva�a-.►aw..+..ew...e..._at+.u,.+,.i*'rw�...wr..wsr..enssv+usmerow+eaesrnv.w..w.mrwm.
_-
CENERAL NOTES
VD0T CENERAL NOTES
LECEND
VICINITY AIAP
t�
Z
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.
EXISTING INTERMEDIATE CONTOUR
--332 -- - - -- " "M
SCALE 1 = 2000'
Vl .
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR-
LU
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
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
40
¢�'
ui
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
applicable. In the event of conflict between an of these standards, specifications or
PP Y P
EXISTING EDGE OF PAVEMENT _� _-
--- _EX E/F
- --
Control Handbook.
plans, the most stringent shall govern.
PROP E/P
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.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
P Y P P
PROPOSED EDGE OF PAVEMENT
EXISTING CURB AND GUTTER ==_� �-_��=
EX C4G
=-=_= = _--= =__=_ _=_=_ = =-_ =-=-
CITY OF
ZSafety
& Health Administration and VOSH Rules & Regulations.
4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
PROP C4G
WINCHESTER
UJ
o
required under State law.
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
PROPOSED CURB AND GUTTER
CG-b
TRAN5. CG-6R
rb
Uj°ti
to
c0 CO
N
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
shall be in accordance with the current edition of VDOT's work area protection manual.
Furthermore, all traffic control fla ers must be certified in accordance with VDOT's
TRANSITION FROM CG-6 TO CG-6R
'�
�
(D crs
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
gg
latest Road & Bride Specifications, Section
EXISTING TELEPHONE LINE ----- ---
^._�_.�_�.�._____,-_-_-.-___
�,•
p •�
q c CO
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
January, 1994 or edition opf 104.04-C.
3'. ( ) g P
PROPOSED TELEPHONE LINE
T T
kn
°�°
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Department Transportation (VDOT) Guard Rail Paved Ditch Specifications.
V4.
Design features relating to construction or to regulation, control and safety of traffic may
g g g Y Y
"
EX. 15 RCP
_
i/
of
� � � �
of and
EXISTING STORM SEWER-.�,._,_
x 0 cat
be subject to change as deemed necessary by VDOT.
-----
-.,___. _-_ = _ -_:� _ _: __ ..:,
Rio
� �
6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
15" RCP
�q
®� ®
b •a; 0 o
representative of the developer must be available at all times.
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
� r
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
land use permits for any work on VDOT right-of-way.
EXISTING SANITARY SEWER
8.
Control Devices (MUTCD).
V6.
If required by the local VDOT Residency Office, a preconstruction conference must be
PROPOSED SANITARY SEWER
(L
Lo
All unsuitable material shall be removed from the construction limits of the roadway before placing
arranged and held by the engineer and/or developer with the attendance of the
-WE 5T V I E W 5U5 I NE 55
embankment.
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
EXISTING ELECTRIC SERVICE -------------�---------------
9.
All pavement sections on the approved plans are minimum sections to be utilized when the actual California
P PP P
CENTRE
m
Bearing Ratio (CHR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
PROPOSED ELECTRIC SERVICE
'�'' ' '
�-
0 �► �`
(L/ w. s
a) o
for actual determination of required pavement thickness prior to placement. All final pavement and base
any undetermined length of time:. VDOT will also require 48 hours notice for any
EXISTING GAS LINE-------f�---
----------
® o o y���
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and
Secondary Roads in Virginia", and shall be based on a CBR tests to determine the
inspection.
PROPOSED GAS LINE
0 00
0 o
sufficient number of true
9
support values of the soils in the subgrade. Final pavement design shall be submitted during construction
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
ti Winehest o
w
and prior to placement.
adjacent public roadway through construction and maintenance of a construction entrance
PROPERTY LINE
Airport
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
FLOW LINE ��..... »a .-,,, a•=�- ,,..�
Victory Road
4��, _
cn
z
on the plans and as required at the field inspection.
Furthermore, access to other properties affected by this project shall be maintained
w
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
through construction.
EXISTING FENCELINE -- --N -- - a - -h -- - -x- -- - --._ -#----
EXISTING POWER POLE {. }
r
O f
C t�
�
be minimum 6" diameter and conform to VDOT standard SB-1.
�, I
J I
O
12.
Construction debris shall be containerized in the Virginia Litter Control
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
v
accordance with Act; no less than
and at the end of construction.
EXISTING TELEPHONE POLE
' J
Fes-
co
one litter receptacle shall be provided at the construction site.
z
z
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE -- �-
- ----
Independence Drive
LJ
Z
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
P Y g
PROPOSED WATERLINE W/ TEE
' ' M®
O
d
�
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
Z
O
F-
Z
condition at all times.
Vll.
Any unusual subsurface conditions encountered during the course of construction shall be
EXISTING FIRE HYDRANT
c
�
14.
Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
design
PROJECT INFORMATION
>
w
�
z
�
z
�
�
w
�
o
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
vicinity until an adequate can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
.,. .. -.d - _ -
o
v
O
v
�
w
c�
sheets, and connections to existing lines.
V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER ®
w
w
U
O
z
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
prior to placement of fill.
EXISTING REDUCER --- ----- -- - - - -- -- ---
PARCEL IDENTIFICATION N0. TAX MAP 64 ((A)) 159J F.A.R. CALCULATIONS:
a
a-
n-
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
-- ---'
STREET ADDRESS: WESTVIEW BUSINESS CENTRE
O
Z
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
PROPOSED REDUCER
INTERSECTION OF VICTORY ROAD 4 INDEPENDENCE DRIVE PROVIDED:
Q
Q
n
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
STOP SIGN
TOTAL AREA: 1.45 ACRES = 63,165 SF. 344 AC. 5LDG✓1.45 AC. = 0.24
0
0
0
elf
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
l� P
HANDICAP RAMP (CG-12)
PROJECT AREA: 1.45 ACRES
cn
cn
cn
UJ
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
of any dedicated street right -of' -way. At the direction of VDOT Inspector density tests
DENOTES LOCATION OF STD VDOT
--= .:%
"- --_--
DISTURBED AREA: 134 ACRES GROSS FLOOR AREA: 15,000 SF.
w
w
�i
utility verification and the proposed construction.
performed by a qualified independent agency shall be conducted as required in the VDOT
CG-12 AND//OR JURISDICTIONAL
CURRENT ZONING: M-1
of
M
E
0
w
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
Road and Bride Specifications. A co of all tests shall be submitted to VDOT prior to
g P PY P
STANDARD ♦IAAMP CONSTRUCTION
CURRENT USE: VACANT SIGNS: PLACED ON BUILDING
result of his construction project within or contiguous to the existing right-of-way.
final VDOT approval.
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
Al2
PROPOSED ZONING: M-1 OUTDOOR LIGHTNING: AS SHOWN: LIGHTS SHALL BE
PROPOSED USE: OFF!CE/WARENOUSE
w
f-
0
0
0
DOWNCAST OR SHIELDED TO
r`
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County prior to issuance of grading and/or site development permits.
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
TEST PIT LOCATION
PREVENT GLARE ON ADJOINING
o
and further where determined necessary by VDOT Inspector.
PROPERTIES AND/OR PUBLIC RO.W.'S
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
BUILDING SETBACKS: REQUIRED PROVIDED
OUTDOOR STORAGE: NONE PROPOSED
project. The relocation should be done prior to construction.
V15.
The installation of any entrances and mailboxes within any dedicated street right-of-way
HANDICAP PARKING
FRONT: 15, -15,
shall meet VDOT minimum design standards and is the developer's responsibility.
SIDE: 25' 30, BUILDING HEIGHT
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be pr°olcr cted
REAR: 25' 4324'
in accordance with state law. In the event gravesites are discovered during construction, the owner and
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
VEHICLES PER DAY COUNT
100
MAXIMUM = 60'
&
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
PARKING SETBACKS: PROP. HEIGHT = < 45'
PROPOSED BUILDING ENTRANCE
•.
FRONT. 25' 25'
21.
The contractor is to verify field conditions prior too and during construction and notify Greenway Engineering
acceptance of work. Unit and total prices may be obscured.
SIDE: 5' 5' LANDSCAPE CALCULATIONS
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
-{rr
RLl'°'R' 51 5' INTERIOR REQUIRED -
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
markings must be installed by 'the developer or, at VDOT's discretion, by VDOT on an
EXISTING
EXISTING STREET LIGHT
I SHADE TREE PER ID SPACES
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
PROPOSED STREET NAME SIGN
PARKING CALCULATIONS 41b 5PACE5/10 SPACES = 5 TREES
professional engineer and results submitted to Frederick County prior to pavement construction. If a
GREEN AREA = F7% OF PARKING LOT
geotechnical report has been prepared, it should supersede the requirements in this note.
V18.
Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
PROPOSED SANITARY LATERAL CLEANOUT
%
REQUIRED: PARKING AREA = 28,160.1
23.
Contractors shall notify operators who maintain underground utility lines in the area of excavating
SANITARY MANHOLE IDENTIFIER
O
GENERAL OFFICE: 1 SPAC:E/250 SF GREEN AREA REQUIRED = 1,408
proposed
150 SF. OFFICE PER UNIT
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
UTILITY CONTACTS
1 UNITS = 5,250 SF. OFFICE
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
in Frederick County appear below. These numbers shall be to in
STORM DRAIN STRUCTURE IDENTIFIER
12
INTERIOR PROVIDED:
250 = 21 SPACES 5 SHADE TREES
LO
�
also used serve an emergency condition.
Water/Sewer: Frederick County Sanitation Authority Phone: Bell -Atlantic
I PER EMPLOYEE WAREHOUSE
P.O. Box 1877 P.O. Box 17398
EASEMENT LINE _ -
- _ _ _ _ _
TOTAL GREEN AREA = 1(o,153 SF.
3 PER WAREHOUSE UNITS TOTAL GREEN AREA REQUIRED= 15,791 SF (25%)
U
FIRE �YIARSHALL r5 NOTE
Winchester, VA. 2260.4 Baltimore, MD 21297
1 UNITS = 21 SPACES TOTAL GREEN AREA PROVIDED= 25.5%
(540) 868-1061 (301) 954-6282
Power: Allegheny Power Gas: Shenandoah Gas Co.
CENTERLINE
EXISTING SPOT ELEVATION
-
12Z
TOTAL REQUIRED = 42 SPACESE.
HANDICAP SPACES REQUIRED: PERIMETER REQUIRED:
_
� C7
. U
y
Fire lane markings and signage:
P.O. Box 1458 P.O. Box 2400
5
12
E''
_
�
Any "No Parking" signs and yellow painted curb locations will be installed
Hagerstown, MD 21741 Winchester, VA 22604
g
PROPOSED SPOT ELEVATION
X
PER ADA = 2 SPACES I SHADE TREE PER Ora' OF PERIMETER PARKING LOT
W
p'
W
by field inspection at the direction of the Fire Marshall's Office.
1-800-654-3317 (540) 869-1111
EXISTING TREE DRIP LINE �� .._�,.-ram^
,-f-�^ ^ ~ ,-'
(1 VAN ACCESSIBLE) PERIMETER = 810740' = 21 TREES
PERIMETER REQUIRED = 21 TREES
�
E-a
1� E- V) E_
MISS UTILITY 1-800-257-7777
SPACES PROVIDED:
_�
PERIMETER PROVIDED:
EXISTING TREE rf^;,
15" OAKS 15" PINE
45 SPACES INCLUDING 2 N.G. 21 SHADE TREES
�
> W
FCSA CONSTRUCTION NOTES
APPROVAL BLOCK
3' EVERGREEN HEDGE ON R.O.W.
w
z
PROPOSED TREE �., OAK IN
c �1
�
LOADING SPACE CALCULATIONS: 222 R.O.W. = 15 EVERGREEN HEDGES
1 PER 30,000 SF= I SPACE REQUIRED M-1 ZONING 25% REQUIRED
>
U
® W
Z
ED
LOADING SPACES PROVIDED: 1 SPACES 25PROVIDED 1= 16,1 3 SSA. REQUIRED
1. WATER AND SEWER LINES ARE TO BE
APPROVED BY THE ZONING ADMINISTRATOR
�D
W
CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
--{��
INSPECTIONS DEPARTMENT NOTE:
M Q
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
/ ®D v a
1. HC PARKING AND BUILDING ACCESS TO THE BUILDING SHALL NOT EXCEEDSLOPES OF C ABO All1.1-e2
W
SIGNATURE DATE
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH
NOTE THE ELEVATIONS MARKED ON THE PLAN AND ALSO THE LOCATION OF ALL MAN EGRESS DOORS
W
THE AUTHORITY'S INSPECTOR.
FROM THE STRUCTURE
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
SITE PLAN VALID FOR FIVE YEARS FROM DATE OF APPROVAL.
2. PLEASE CONFIRM COMPLIANCE WITH BOCA FOR EITHER, FIREWALLS TO BE LOCATED (SECTION 101) OR
E-
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
FIRE SUPPRESSION SYSTEM (SECTION 904) FOR USE GROUP OVER 12,000 SF.
Y)
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR, 2) THE FRAME AND COVER TO
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
TRIP CENERA TION DATA
FREDERICK COUNTY COVER SHEET
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
TH
ASSEMBLY INSTALLED CORRECTLY.
CLASS
USE
GROSS SF
NO. OF EMPLOYEES
TRIP RATE
VPD
5. 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
'Z
MICHA S. E
•.
Project Name:
Project Number:
/I
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.9�wwB. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
� LIINS No.
I N V 1 �
0518 e-
-j
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE
150
WAREHOUSE
5,000
N/A
4.96/1,000 S.F.
75
O� 031162
�'S
Magisterial District:
9
Date of Plan: Month, Day, Year ,•
Y ) f
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
`SIGNAL
"'
THE AUTHORITY WILL INSTALL THE METER.
002
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
5H AWNE E DISTRICT
J UNE 25, 2 QR
6. WHEN AN EXISTING WATER MAIN I5 TAPPED FOR THE INSTALLATION OF A NEW LINE:
"PLANNING,
EVEL QPM�1VT�
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
PROFESSIONAL SEAL & SIGNATURE
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
TOTAL
75
Owner:
Address, Including Zip Code &Telephone No.
35585 DEER CROSSING LN
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
COMPLETED.
SHEET INDEX
Dt' IK PROPE RT I E 5 ROUND HILL, VA 20141
THESE PLANS ARE IN CONFORMANCE WITH
(540)665-8056
DATE:
JUNE 2001
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
FREDERICK COUNTY STANDARDS AND
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
1 COVER SHEET
2 SITE PLAN
ORDINANCES. ANY DEVIATION OR CHANGE
Developer:
Address, Including Zip Code & Telephone No.
104 SOUTH KING ST 01
DESIGNED BY: MSS
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
3 GRADING PLAN
IN THESE PLANS SHALL BE APPROVED BY
INDEPENDENT INSURANCE CENTER LEESBURG, VA 20111
CHECKED BY: MSS
REMOTE READOUT IS REQUIRED.
4 ENTRANCE 4 DETAILS
THE ZONING ADMINISTRATOR PRIOR TO
(800)320-6316
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
5 PROFILES
CONSTRUCTION.
_
JOB NO. 05181
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
6 PHASE I/EROSION d SEDIMENT CONTROL PLAN
Engineer Certifying Plan: Address, Including Zip Code &Telephone No.
A REMOTE READOUT IS REQUIRED.
1 PHASE II/EROSION 4 SEDIMENT CONTROL PLAN
151 WINDY HILL LANE
8 LANDSCAPING PLAN
C�REENUJ,4�'
ENGINEERING WINGHESTER, VA 22602
9 DETAIL SHEET
(540) 662-4185
SHEET
I OF 5
I
0
EX.
5/81, WM
MEET t MATCH WITH
I I j EX. CURB
L
1 I IIVY. T° IC. V07X/V <w V L_
a-'
3" PINE
WIN..HESTER REGIONAL AIRPORT I i PC -
TM 6 4- A- SOP'
ZONED: M1
AIRPORT -4 (TY
USE: AI
1 6 r i f
I
! rn
v 10
j \t NV.65934
z
j I I FUTURE 15' ! 1
j R/W DEDICATION j !
1 � SN
I �f
< \ =a
I
I
}
ARBOR DRI Y G EX. BRICK�I�JALE'
TO BE REMOVED \�
ROUTE 10W-
1 V _
f I
I � _ M REMOVE EX, CtG THRU
I �-RETURN AND, CONSTRUCT
NEW CtG AS'!SHOLL,N TO
\ r PROVIDE PQSITIVE DRAINAGE
I
F
NORTH FREDERICK REALITY
i
TM 62 -9-2
!:.a�� Medlars
INDEPENDENCE DRIVE RTE. 10132
60' RIGHT-OF-WAY
D.B.895 PG.101
POSTED SPEED 35 M.P.W. �—
USE: BUSINESS
1Y1 j r
C
I VAN DEL IGAN, etux I N
LOT 2 I
TM 64-A-159 111"
ZONED: MI
USE: BUSINESS I
„T I
tQ i I
K
11"
�3 "'{ � .(✓', i I
,tY�
F�P"ir
EX. DUMPSTER ENGLO�o
tbn 4 p'41'
v c.-�.
OF
CIO
DROP INLE T
TOP (6 8631) Jai
INV. (&W63)
INV! (68Q).4(9)
< <J VIRGINIA APPLE STORAGE, INC.
TM 64-A-159D
ZONED: M1
USE: INDUSTRIAL
GNv.=68r0.7�
i
(
I
I Z
cc
I W
W
Z
r
z
W
1 !.
00
�
c
"t
I
�
� �
�
�
�
� •�
co ,n
I �
f
I>
z
x
1- I
��
�,
W
�
>1 ID
luI
p
W
m
Q
4,0
Cr-
P.I.N. 64-CCA»-159F
��
Hw
GEO%E W. JR. 4 CAROLYN G. GLAIZE
ZONED: M1
USE: VACANT
lu
7j
z
w
i
i
!d
0
O
U
NOTES:
z
0
NOZ
z
w
u
z
z
z
w
ALL UTILITIES WILL BE
�'
F-1
Z
z
a-
z
�
u
z
w
LOCATED UNDERGROUND
w
0
w
>
,_,
Qui
w
\
w
(Lawry
o
w
a
\
i
rn
a
Mm
rn
¢
rn
a
yr
>
>
Lj
>
w
>
L.1
LJ
>
w
E—I
fU
n
(U
r`
(U
n
(U
o
cU
v
\�
K�
Cl
co
Cl
�
c i `;
p,L TH Off,
EX gait`, MANAGEMENT E51-IT.(D.5-885 P -(b21)
G,
i
i \
M CHA L CKLE v
ZV�DZ LI EN E No.
031162�
PROPOF 7[) \ \ �SsjONAL �
95'4" PVC :,DR-21 I $
TAP
45AN. LAT. 6 2-08ga BY FGSA \
v 54N INV' e t-1 IN = 615.54
`'r `.AN LAT. INVV--
A!N�.21
.�
:n PROP. 10' SAN.
LAT ESMT.
PROP. SIGN, QG'
QNOT
Q
EX. 20' 5TP'i DRAINAGE
d UTILI T l E5MT.
/DB 885 PC3 (021)
REMOVE EX. CURB
AND MATCH EX.
PAVEMENT
450' SICsHT
310' TO
'
-
STOP Clfit
--
_
�,-----"' —
5,4N. 1-14
TOP (69431)
f!
l
D,R'OP !NG ET
om)
TOP (68637)
INV. (681.15)
20 10 0
20 40
5GALE: 1
" = 20'
�t
EX. 20' 5TM �r�f S c �f fo t LO
,
IDRAINAGE EaM'
r
Nil 'Z
�> O
�?C • ! - g [irQ -lk) E— w U
�D U�
i l cf' INLI ET
Tpt/ 3�74,14a)
Ems-,
INV. (61687%
EX. 20, S T M 1
DR.41N46E E5M T . -
(1)5 895, PG i5)
DATE: JUNE- 2001
SCALE: 1" = 20'
DESIGNED BY: MSS
FILE NO. 0518I
SHEET 2 OF 9
,
Q
- ---
+ I i
rnNNN
ITI
rn
!I .. ,.d CONTRACTOR TO VERIFY
LATERAL DEPTH AND I t
I i-- _►--.. M __.-. -___,_ .- ..-w- f r- , ,, e� GRADING WITH FCSA
t
1 jt11t5•E� �---
PRIOR TO GRADING `* , eke- '.�
_LIMITS OF CLEARING t GRADING _� bob
89 50
r 1
r
m i i ----- _ Iaci \ _
Tc
I L
�J
-�
t
INDEPENDENCE DRIVE RTE. 10(32 7
# 60' RIGHT-OF-WAY ,
D.B.895 PG.IDI ,
1 + POSTED SPEED 35 M.P.I. `
w
e
�f
a �
e
o ;
r
01,
O TG
/6� 1 ,.+^" S �- .."'✓ `'ram. �✓� � ..'i' •-
lo
qw
Joe
r✓
4 a .! S ,0. � ,�' ems" �_-��„ `� � ' � ✓..
, / f
SCALE- 1" = 20'
_Z
W
W
Z_
Z
WcQ
o
cc
in
CQ�
Q�ap
W
�n
�>
rn
Z
x
Lo N
W�Q)
Q�
W
N
rn M
a) 0
w
to
z
w
O
U
U
Z
Z
z
wz
O
Q
d
CO
}
>
�]
(x
z
o
z
o
w
u)
w
w
cn
�
w
LJ
w
a
�
�
O
�
fr
O
cn
a
cn
a
v)
cn
0
v)
0
U)
0
T)
0
V)
w
w
W
N
N
CV
NO
F 1
r7
M
to
NLTH O�
OIL
LI EN E No.
031 162
SS�ONAL
LO
w
U
�
a
E7'�
CO
w000
W
Q
W
W
�
DATE: - JUNE-2001
SCALE: - 1" = 20'
DESIGNED BY: MSS
FILE NO. 0518I
SHEET 3 OF- 9
(radius to be as
shown on plans)
Note: Width "B" 2'-0" or as
shown on typical section.
(. `i } �� t I i ) .� � d • } � ty � t 4 } 1 'yr ���., rfff'
�` � P• -� � •ti If w f � +f
aft• t�'f I �• , Y ..
Xt Street approach some
A surfacing as mainline
-7 roadway
C (Radius to be as
Radial ombination shown on plans
Lcurb and gutter
Optional Flow Lin
oI
A —J I
Mainline roadway
PLAN VIEW
' r2'
6" Class A3 (H.E,S.
m
Concrete '
Expansion Joint
SECTION C—C
F Construct Grade changes with a parabolic curve.
10' Parabolic Curve
Edge of shoulder
8% Max.
or Optional Flow Line
Slope Change
D When St'd. CG-11 is used for entrances built
in conjunction with VDOT projects, please
Mainline Roadway
note the following:
87. Max —
Slope Change
D X)CMainline pavement shall be constructed
D to the R/W line (except any subgrade
40' Min. for Street Connection
stabilization required for mainline
pavement which can be omitted in
20' Desirable for Commercial Entr,
the entrance.)
5' Min.
SECTION A — A
® Radial curb combination curb
and gutter shall not be constructed
beyond the R/W line except for
replacement purposes.
When used in conjunction with standard
Guidelines for Grade Change D
CG-3 or CG-7, the curb faca on this
Standard is to be adjusted to match the
Entrance Volume Desirable Maximum
mountable curb configuration.
High (more than 1500 VPD) 0 % 3 %
See Standard CG-12 for Curb Ramp design
to be used with this Standard.
Medium 0500-1500 VPO) 3 R 6 %
When the entrance radii cannot accommodate
the turning requirements of anticipated heavy
Low (less than 500 VPD) 6 % 8 %
truck traffic, consideration should be given to
increasing the depth of adjacent proposed
sidewalk to 7 inches.
)( Optional flowline may be used for entrances
in cut sections.
Optionalflowline may require warping of a
portion of gutter to preclude ponding of water.
SPECIFICATION
METHOD OF TREATMENT
—
CONNECTION FOR STREET
INTERSECTIONS
502
AND COMMERCIAL
ENTRANCES
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.08
This area may t
at the option of the contractor
I
5 /
..40
• � {`fly'- .-�' �jj
V •Y
,.F i � y, �.y,.\, �' ... \y. ._ fin.' �.• i� « 41
r Arg
o
oo
ol
�r
a
I
_n
/
._ , �,°^"u "�" »� r� � ��" _.,...� � � �' ram,♦ �, . / f�''�
y
r
- R r / .. ,� ..... ,.. v
bn
Y
s
— —C 12A REMOVE tX. CUi B
N
AND MATCH EX. I � ,..,�- --° .�..�..,/
:'
PAVEMENTell
w
y,
fr
,W
F ,
�._... _ _� _.,,_, �, ✓ � ..... ��» �',.', ,,. . -� _M. �,.�,- ,.•., . ,.,�, «,, ,.`y � � `^� by I�� ...�. �` M , � � > .
_
.y
,0.
,
r,
This curb may be used when
design speed is 40 MPH or less
on Rural highways and 45 MPH or
less in developed urban & suburban
areas. If these design speeds are
exceeded Standard CG-7 is required.
The bottom of the curb and
gutter may be constructed
parallel to the slope of
subbase courses provided a
minimum depth of 7" is
maintained.
For use with stabilized upon -graded
drainage layer, the bottom of the curb
and gutter shall be constructed parallel
to the slope of subbase courses
and to the depth of the pavement.
Note:
Combination curb & gutter having a radius
of 300' or less (along face of curb) shall be
paid for as radial combination curb & gutter.
This item may be precast or cast in place.
Concrete to be Class A3 if cast in place,
4000PSI if precast.
SPECIFICATION COMBINATION 6"
REFERENCE CURB & GUTTER
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
CG-12A
4'
8'
CRO SWS A0
l
3'
5' MIN (10:1 MAX)
(10. MAX)
'ERMISSIBLE
'ONSTRUCTION JOINT
B
0
A TANGENT PLAN
30 15 0 30 60
SCALE: I" = 50'
® 7" WHERE STD. CG-3 OR
CG-7 IS USED
8'-0" 4'-0"
STD. CG-2 ®6" 12.1% MAX. ',�--48:1 MAX.
OR CG-6
20:1 ;
b -
SECTION A -A
# 5 DOWELS, 5" LONG
® 12" C-C PERMISSIBLE
SLOPE 10:1 CONSTRUCTION JOINT
MAXIMUM
SECTION B-B
0 040
• .o. LIMITS OF EXPOSED AGGREGATE SIDEWALK
® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
FACILITY THAT CAN BE APPROACHED, ENTERED AND
USED BY PERSONS WITH MOBILITY IMPAIRMENTS.
=D NOTES:
a THIS DESIGN TO USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE)
CROSSWALK REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR
ALTERATIONS.
CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL
DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR ( RAMP FLOOR MAY BE
PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE
nn nn SLOPING
nr+mr 0OF ,vv, RAMP V n mn ,mvm owr� O THAT ADJOINING FLARED
IICROSSwALKII IICROSSWALKII SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING
PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
TYPICAL PLACEMENT TYPICAL PLACEMENT IF SIDESMCANLBERCIAS T INAST, HOLES PLACEAFTERMUST BE PLACEMENT OF PRECASTV'IDED FOR DOWEL BARS SO RAMP FLOOR. PRECAST CONCRETE ALLL
AT INTERSECTION
AT INTERSECTION WITHIN CROSSWALK BE CLASS A-4.
REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP
WITHIN CROSSWALK
(WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2".
CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT
CONCRETE SIDEWALK AND E)'POSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE.
CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT
FOR CURB/CURB AND GUTTER.
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 AND CONFIGURATION.
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
d THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE M WITHIN THE RIGHT OF
WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING,
PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS
DIAGONAL VARIATION OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES.
EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT.
PERPENDICULAR CURB RAMP SPECIFICATION
REFERENCE
(ACCESS FOR MOBILITY IMPAIRMENTS) 02
203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION
Z
W
W
Z
z
WC\2
O
cD
Cq
Lo
00
It
a
�M
CO
zx
�>
C)I
�C\1
W
-0''(U
�I
O
W
4�
t�
U
to
a
~L �ra
.--1
L_ W
C
N 0
1:� Q)
f
0
�0
Z
Z
W
Z
zZ
f
Q
O
o
0
H
Y)
r
>
Z
"Z
o
W
W
o
3
3
W
U
W
W
,
(n
N
^
w
W
W
f
X
0-
a_
O�
a
0
0
F—
Q
Q
0
N
q
q
C 1
to
0
0
(4
0
>
j
>
>
W
W
W
W
Ly
W
I W
oc
N
(U
(U
C "I
W
C)
C)
0
N
41� N,L TH
MICH S.
,A I
C NS No.
kOA 031 162
SSIONAL
Q�
LC�
rH
~
(24
Z
1---i
Q
U �
UZ
w
r--)z
Z O
U
-11y
I2•
WW
W
DATE: JUNE- 2001
SCALE: 1" = 30'
DESIGNED BY: MSS
FILE NO. 0518I
SHEET 4 OF- 9
s FTM-T r
Px �
;.M
r
-
1
2
105
i
Q
�
O
t 100
0-
N
695
_ f ,
low
685 .
• 4
~
�'r
. 680
615
3
4 105co
r
I-
n
"
Q
0
100,
695
PROP. GRADE
PROP. 80' -15"
AD5-N12 6 1.01`
PROP. I6-24"
AD5-N12 is 1.25%
_ 610
665 0 r `"I B (L
�al
z �Z
e> a>> e>>
Z c� ZZ Z
64.
—
10+00 10+50 II+00
EX. GRADE
PROP. 136' -15"
ADS-NI2 6 1.46%
.:o
615
• MINIMUM OR MATCH EX.
DI-3A-38-3C
10
PAVEMENT SLOPE
A
12'
2'
VARIES
�
Expansion Joint
3'-,0•
EX. PVMT.
SECT.
MILL 12"x1-1/2"
X
TIE IN JOINT
M
�
4
Bars G
�—
`2•
Cl
VARIES
1/4":I'
3'
_
ear"
I-2" earo
VilleI/4--1
CG-6
3. / /y4k
D
I
I 6"8.
I
0 1
EXTEND 21-A
HI
PROP. PVMT, SECTION
I' BEYOND EP/
II
11 ears F
1-1/2" - 5M-12.5A
BACK OF CURB
2'_0 li1 ii Bars D
11
3" - BM-25.0
Crock Control Joint
8" - 21-A
1I__
20^ -�
6' Min
1a' Max.
I_2.-0`I 9 I— 2':rS-A
L,4NE ADDITION T"rPICAL SECTION
T1'I=IC,4L SECTION VICTORI' ROr4D. - RTE. 120
NOT TO SCALE
(0
-I
9
t<le
tU0
racy
Q
n
oil
Oil
PROP.GRADE
EX. GRADE
PROP. 85' -18"
ADS-N12 is 0539.
PROP. 150' -30"
PROP. W'-30"AD6-NI2 60.51go
AD5-N12 0 0513%
U
,
In
w
`n
0_
665cl
eq
\%00
n
0
of
1:3
r
�o
Z3
a u
Z mOz
n
`=
-Zz
m
Z Z
660
11+50 12 +00 12 +50
I1 +50
o
PROP. 84' - I8"
AD5-N12 19 3,21%
695
690
EX. GRADE
685
N ii
615
LU
QO
105
695
PROP. GRADE 690
`PROP. IT-24"
AD5-N12 1.15%
685
r075
Q
610
610
O
oC
'`
`u
tr
e
cInn
�
0
1
0 0
'
r
665 Q
-1: 0
N
w
665
���`r
_.._ __.
��4tn
��
O
��
u l0
n
It
u\0
O
♦i•
Lf)c"
It It
Oz z
yr
it
It
it
It
}} }
ZZ Z
r-
+
}>
ZZ
+
}
Z
t0
Y
}}
ZZ
cv'
+
}
Z
12 400 12 +50
13+00 13 +50
14+00
14+50 10+00
10+50 11 +00
Z
Uj
W
Z
C'3
Z
W
0
cc
CQ
ur)
COCD
Q)ItCV
aq
C\j
t)n0)
I rn
Zx
�
1
to
W
��
��
W0
Ln
Ln
U
.-I
-4
E- 44
Expansion
in
V2
ice-.
Back of Sidewalk
—For details of inlet Frame & Cover
K
cant Jolnt son D
o Approach Gutter
1
Gi
'� •�
see St'd. IC-2,
C
w
Warped Cutter
Existing or
0
a•
4V
�'
w
F
Bore B Proposed
Z
�. f
6. 6
�446
6 Sidewalk
w
m e c
Subbo44�se
i
- -
- --
2'
- -12
- - 3" Diameter
6 3'-0•
Min, Weep Hole
-
1
4
D+24
• 40 steps i Hardware Cloth
I D
I Steps are to be
Face of Curb _ provld*d *hen H Is
Crack Control Joint-L- a• .: �. - 4'-0" or great*..
For step dstaee se i
Gutter
a- 12•-a• —) e• r— St'd. Sr-1.
—I '—
4'-o- I
z
PLAN 3 -0` SECTION A -A
0
W
W
6'Min.
Io'Mox.
~
LJ
Lv
7
L-Variable-Max. 20'
_I 6• � 3 -o
—
rB
C7
O
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS.
TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-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.
Approach Gutter
Q
Q
L2%"x2%"x%" Warped Gutter
W
W
t rot Jolt re
Golvonized Coro
Bon B
�\+
�\-�
2_0I
T
/
/
5-xi/4- Bent Plate 1%" —t- e
W
W
9 Wn. Ban
T
CD
a 12141n
2- Bon E
--
CD
• — a• 1-1'-! --I a• —
W
.
(- J
Type A Type 8 SECTION 8-8
Q
M
1(!"x4' Stud connector
welded to angle iron at 2' c-c.
NOSE DETAILS
�S p,L T11
G
2•--'1 Appr. Pane. ✓'
DI-3A DI-3B DI-3C I warped Pays.
MICHAE S. IC LEY
r— L —1 I L I I L I n-A'
. „e � �,�(pC13t,
,, LIC NSE No.
I777 I �0�� 031 162
H H FlowH Flow FIOw I 1 -oz - S
s
DETAIL WHEN USED ZONAL _
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 SPECIFICATION
12"-30" PIPE MAXIMUM DEPTH (H)=8' REFERENCE
VIRGINIA DEPARTMENT 233
of 302
104.09
TRANSPORTATION
END -SECTION 12"-60" PIPE
end on outlet end -sections
It end on inlet end -sections
XI
2F&I
LENGTH
OF PIPE
I— C — B
,� ppRpX
Bar ar steel S46p
fabric
reinforcement _
I-PAYD LINE
SECTION X-X
SPECIFICATION
REFERENCE
302
Concrete to be
4000 PSI Min.
I
E --
END VIEW
END -SECTION DIMENSIONS
DIAM.
A
B
C
D
E
12"
4"
2'-0"
2'-0"
4'-0"
2'-0"
15"
6"
2'-3"
1'-9"
4'-0"
2'-6"
18"
9"
2'-3"
1 -9
24"
9 112"
3'-7"
2'-6"
6'-1"
4'-0"
30"
1'-0"
4'-6"
1'-7 3/4'
6'-1 3/4'
5'-0"
36"
1'-3"
5'-3"
2'-10 3/4
8'-1 3/4"
6'-0"
42"
1'-9"
5'-3"
2'-11"
8 -2
6'-6"
48"
2'-0"
6'-0"
2'-2"-0"
54"
2'-3"
5'-5"
2'-9 1/4"
8'-2 1/4"
7'-6"
60"
2'-11"
1 5'-0"
3'-3"
8'-3"
8'-0"
ALTERNATE END -SECTION 12" - 60" PIPE
Hub end on outlet end -sections
Spigot end on inlet end -sections
PLAN
C B—
3 �PSOOUPE
Steel _ fabric reinforcement _
PAYD
DLINE
SFCTION X—X
Concrete to be
4000 PSI Min.
END VIEW
END -SECTION DIMENSIONS
DIAM.
A
B
C
D
E
12"
4"
2'-0"
4'-1 "
6'-1 "
2'-0"
15"
6"
2'-3"
3'-10"
6 -1
2'-6"
18„
9„
2,-3„
3'-10"
6 -1
3'-0"
21"
9"
2'-11"
3'-2"
6'-1"
3'-6"
24"
10"
3'-7"
2 -8
6'-3"
4'-0"
27"
10 1 2"
4'-0"
2' 1 1/2"
6'-1 112"
4 -6
30"
1'-0"
4'-6"
V-7 3/4"
6'-1 3/4'
S -0
33"
V-1 112'
4'-10 1/2'
S-3 1/4'
8'- 1 3/4'
5'-6"
36"
V-3"
5'-3"
2'-10 3/4.
8'-1 3/4"
6 -0
42
1'-9"
5'-3"
2'-11"
8'-2
6'-6"
48"
2'- 0
6'-0"
2'-2"
8 -2
7 -0
54"
2'-3"
5'-5"
2'-11"
8'-4"
7'-6"
60"
2'-6"
Y-O"
3'-3"
8'-3"
8'-0"
OF PIPE NOTE: Pipe lengths shown on plans are
based on End -Section design shown
on the left. If the contractor elects
Culvert to use the alternate design shown on
- - the right, lengths will be reduced by
the difference in dimension "D".
e .e
SLOPE DETAIL
FLARED END -SECTIONS FOR 12"- 60"CONCRETE PIPE CULVERTS
VIRGINIA DEPARTMENT
of
TRANSPORTATION 102.01
LO
W
l��
�
a
E
U
w
V z
4, O
04,
WOU
a
Z w
z
I� Z
�U
U1
�D
U)W
Q
W
�
E-1
U)
W
DATE: JUNE— 2001
SCALE: H=50 V=5
DESIGNED BY: MSS
FILE NO. 0518I
SHEET 5 OF 9
.
i
ERO51CN ,AND SEDIMENT CONTROL NARRATIVE:
PROJECT DESCRIPTION
THIS PROPERTY IS LOCATED IN WESTvIEW BUSINESS CENTRE AT THE INTX. OF INDEPENDENCE DRIVE, ROUTE 1092 AND VICTORY
ROAD. THE SITE AREA IS 1.45 ACRES OF WHICH APPROXIMATELY 134 ACRES WILL BE DISTURBED FOR CONSTRUCTION. THIS
PROJECT CONSISTS OF CONSTRUCTING A 150M SF. BUILDING, TRAVEL AISLES, AND ASSOCIATED PARKING.
EX15TING 51TE CONDITIONS
THE SITE IS CURRENTLY A VACANT GRASS SITE WITH A 20' DRAINAGE EASEMENT RUNNING THROUGH IT-
ADJ,4CEN1 PROPERTY
THE SITE IS BOUNDED BY VACANT PROPERTY TO THE NORTH-EAST, INDEPENDENCE DRIVE TO THE SOUTH-EAST, VICTORY ROAD
TO THE SOUTH-WEST AND NEW IMAGE GRAPHICS TO THE NORTH-WEST. ADJOINING PROPERTIES HAVE SAME ZONING.
ER0510N AND SEDIMENT CONTROL MEA5URE5
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK
5TRUCTURAL ME451,11`RE5
A CONSTRUCTION ENTRANCE WITH WASH RACK (3E2) SHALL BE PROVIDED TO THE PROJECT AREA FROM THE EXISTING ENTRANCE
ON INDEPENDENCE DRIVE TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE AND WASH RACK SHALL
REMAIN THROUGHOUT ALL PHASES OF CONSTRUCTION.
CULVERT INLET PROTECTION DEVICES (3,08) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT
FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT.
CULVERT OUTLET PROTECTION DEVICES (3.18) SHALL BE PLACED AT THE OUTFALL OF ALL CULVERTS TO REDUCE THE EROSION
AND UNDER -CUTTING AND TO REDUCE FLOW VELOCITIES BEFORE ENTERING THE RECEIVING CHANNELS.
A SEDIMENT TRAP SHALL BE CONSTRUCTED DURING E4S PHASE CONTROL MEASURES AND PRIOR TO CLEARING THE SITE. THEY
SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT PRIOR TO LEAVING THE SITE. THE
TRAPS SHALL CONSIST OF INSTALLING GABION BASKETS AS SHOWN ON THE DETAIL AT THE LOCATIONS SHOWN ON THE EROSION
AND SEDIMENT CONTROL PLAN. THESE TRAPS SHALL REMAIN IN USE AFTER FINAL CONSTRUCTION OF THE SITE.
TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3.1 OR GREATER)
AND AS NEEDED TO STABILIZE DISTURBED AREAS.
ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT_
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL
GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS
TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS.
PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6)
MONTHS.
TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR
TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED
(HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING.
MANAGEMENT STRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF
THE PROGRAM.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED_
ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER 4 GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND
MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME.
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING.
DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE
CHECK DAMS SHALL BE REMOVED.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY
BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS- IT IS THE CONTRACTOR'S RESPONSIBILITY
TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON `,
SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK_
MAIN T ENANCE
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24
HOURS AFTER ANY STORM EVENT GREATER THAN 05 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL
MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A
GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS
ESTABLISHED.
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON
SITE. s"..
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, "t--
IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY.
THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL
TIMES,
PHASES CE LAND DI5TURE34NCE ACTIVITIES
1. CULVERT INLET PROTECTION.
2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (OFF -SITE DITCH GRADING,SEDIMENT TRAP 4
CONSTRUCTION ENTRANCE).
3. PLACEMENT OF SEDIMENT CONTROL DEVICES.
4. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING CLEARING AND GRADING OPERATIONS.
5_ CLEAR AND GRUB REMAINDER OF SITE.
6. ROUGH GRADE SITE.
1. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL,
8. FINAL GRADING.
S. RESTORATION AND STABILIZATION OF DISTURBED AREAS.
10. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR
f
II
w�
ER05ION/5ED IMENT CONTROL LEGEND I Z
I NO. "-KEY SYMBOL DESCRIPTION cc
qq
3.02 C� TEMPORARY GRAVEL CONSTRUCTIONLu
ENTRANCELLJ
+ ,
3.05 SILT FENCE
3.01 IP .^ STORM DRAIN INLET PROTECTION
3�8 I
GULYERT'INLET P1Q(J�EG710N I
3.08 ® TEMPORARY DIVERSION DIKE
LO� TEMPORARY FILL DIVERSION
012
\ 3.12
DIVERSION
N, I I
3.13 ® - TEMPORARY SEDIMENT TRAP .� (v co
i
! �� 3.18 ® ® OUTLET PROTECTION I ` •W (p
V �_ I I `� 3.20 ® -'-'- CFIECK DAMS
i l
wM - ,..- .-_ I !.__ -._. --1� * 333 ® I -- 8�- SODDING x L Lo �
330 TP "0-0-0 TREE PROTECTION F'` I W O 0 I
�- 332 PERMANENT sEEDMG $ LU
„� ry
/ LIMIT9 OF CLEARING 4 GRADING I I cr
U
� C
C 1 ✓1 IF!. v/ �I 1 i 4 DRAINAGEE
DIvIDES I Y
{y CRITICAL SLOPE'='ERITICAL SLOPE TO SE SEEDED, M�II LAED AND TACKED t� c
WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
I
d d _ z
�,- ~' ..� `�. o
y ti.LD
�'� �. <%` __ ..-.. _.., �.. __ _. _.._... ,.._ y....w J �.� ;'•-'�'.': \ �� f .Eve �� �, ' o -'
0
f
T
I
`� _ - --- -- - --------- a Q 0
fm
11
I� -
,, c N
GRArDI
3 _ Y
R ' M A 2(p IOZ.
I , .. ` \ \, I O I L$ NSE No.
UJET -I' x 2.5' �`, \ O, 031162
$TORAGESSI4NAL
D.A. I \
{ 508.58.6 s Q, FT. \` \
1.17 ACRES
I ` I > I
VLO
I �1
, E ✓2`� I , . ,. GIP \`, (D
7-
Nx
I c Z
lie
CEtt� t -,r•
r �
d y r
Q:111 0 4� (::� �,,,
------_-
(pol
�,
Jpq
pq lei
U1 Z
1 �
>
i r �' -, .-
w a]
RE5PON51PLE LANE) pIS?URHR
NAME: Scott Stickle�PE.
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND D15TUR5ER
15 THE PARTY RESPONSIBLE FOR
CARRING OUT THE LAND DISTURBING
ACTIVITY AS SE? FORTH IN THE PLANS,
SEEDING SCHEDULE
I. TOPSOIL WILL BE SPREAD AT A MINIMUM DEPTH OF 4".
2. PULVERIZED AGRICULTURAL LIMESTONE WILL BE INCORPORATED INTO THE SOIL AT A RATE
OF 92 Ibs. PER 1000 sf (2 TONS PER ACRE).
3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 Ibs, PER 1000 sf (1000 lbs. PER ACRE).
4. PERMANENT SEED MIX WILL CONSIST OF 61% KENTUCKY 31 TALL FESCUE AND 33% RED
CLOVER
5. TEMPORARY SEED MIX WILL CONSIST OF OATS, ABRUZZI RYE OR EQUIVALENT.
6. STRAW MULCH WILL BE APPLIED TO ALL SEEDED AREAS AT A RATE OF 3500 Ibs_ PER
ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200
GALLONS PER ACRE.
0 10 o 20 • o
SCALE.o
STORAGE
REQUIRED
STORAGE
PROVIDED
WET
WET
DRAINAGE WET
DRY
WET
DRY
OUTLET STORAGE
STORAGE WEIR TOP HEIGHT CREST OF
TRAP " AREA GU. YDS.
GU. YDS.
CU. YDS.
GU. YDS.
HEIGHT DEPTH
DIMENSION LENGTH WIDTH BERM WEIR
DATE: JUNE- 2001
1 1.11 -18.4
18.4
98.1
353.2
2.0' 2.0'
CAS SHOWN) 1•01, 2.5' 3.0' (055.0
THIS SHEET FOR EROSION AND SEDIMENT CONTROL ONLY!
SCALE: 1" = 20'
DESIGNED BY: MSS
JOB NO. 0518I
SHEET 6 OF 9
- - --------- --
---------
I Jim
K
K
A N,
I: I. . . . . . . . . . . .
N
. . ....... . _j
V,
FNE
1k. I'
J,
I _Lh
f
aY
f
T �A
P,
yf
4 ji
tj A
_41
6
3" PINE
,I r/lt,
--- -------
pe
4,
4
r
I,
4
EF,0510N/5ED11-IENT CONTROL LEGEND
NO.
KEY
S"E)OL
DESCRIPTION
3m
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
305
SILT FENCE
3.01
IP
STOW DRAIN INLET PROTECTION
308
CULVERT INLET PROTECTION
*Om,
TEMPORARY DIVERSION DIKE
3.10
FD
F
TEMPORARY FILL DIVERSION
3.12
DIVERSION
3.13
ST
TEMPORARY SEDIMENT TRAP
3.18
OUTLET PROTECTION
320
CHECK DAMS
333
SODDING
338
8
0-0 0
TREE PROTECTION
332
PERMANENT SEEDING
LIMITS OF CLEARING 4 GRADING
DRAINAGE DIVIDES
GKITICAL SLOPE - CRITICAL SLOPE TO 15E SEEc>Er>, MULCHED AND -OArKEc
WITHIN 14 DAYS
14 DAYS AFTER
AFTE� START or
STAFfT
GRAoiws, OR 5op,1 DED AND PE,34-EPVTI4II
z1: z
<
N1.
z Z w w
- ----------
:5 :D
0 0 w w
u u
A
cl) 0
w w
0 V)
W w w w
Vi
4 Ilk, 1:
> >
W Lj W W
cy (k
cu cu (u
CD CD CD
'0051M GRAD iNc-j E- r, r� 1�
cu
FOR DITCH
x
T Ihi
MICHAE S. EY
•
7 W 02,
L NE No.
OP
0 031162
CV
0.20 Ac .
NAL
A 0.07 A
0
v 1w
L.j
Ln
OP
0
0.16 Ac.
- 0.90
E— E-1
>
E-1
+
�D
w 0
cf)
. ....... ...
�D
(D
in >
.. .... . ..... ... 7_ --------
IND, EFE_NDENCE DRIVE RTE. I092
60' RIGHT-OF-WAY
D.B. 595 PG. 101
POSTED SPEED 35 M.P.P.
w, I,
DATE: DUNE-2001
SCALE: I" = 20'
20 10 0 20 40
ell DESIGNED BY: MSS
F
AND", 5ED
SCALE: 1" 20' 15 5HEET OR ER05ION IMENT CONTROL ONLY! JOB NO. 05181
SHEET 7 OF 9
1 I I
2EE LEVEL AND PLUMB --STRAIGHTEN
SETTLEMENT IF REQUIRED. SET TREE
OP 1/8 OF ROOT BALL ABC, E FINISHED
E
ENCASE WIRE AROUND TRUNCK IN BLACK
RUBBER HOSE. SECURE AT HEIGHT ABOVE
"C
FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE
!
(�
REMOVE TOP 1/3 OF BURLAP AND CUT ROPE
i
AND/OR REMOVE WIRE BASKET FROM BALL
{
O
I
T WIRE '12 GAUGE
2" DOUBLE SHREDDED HARDWOOD
3 SOIL SAUCER
�NAO
I
M
3 STAKESul
;
V
V
I
II I III —III -I I (—
BACKFILL
LIGHTLY COMPACTED SETTLING MOUND
m
' U
rn
-
SUBGRADE
13
TYPICAL PLANTING DETAIL-- EVERGREEN TREES
!
i
rn
(NOT TO SCALE)
N f
RUBBER HOSE
GUY WIRE 012 GAUGE
TURNBUCKLE
TREE WRAP WITH 50% OVERLAP
FLAGGING TAPE ON EACH WIRE
2" DOUBLE SHREDDED HARDWOOD
MULCH/3" SAUCER PLACE TOP 1/8"OF
ROOTBALL ABOVE FINISH GRADE
3 STAKES
BACKFILL
ROOTBALL-REMOVE TOP 1/3 OF
BURLAP AND CUT ROPE AND/OR
REMOVE WIRE BASKET FROM BALL
LIGHTLY COMPACTED SETTLING MOUND
TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER
TWEEI (NOT TO SCALE)
SYM.
BOTANICAL NAME
COMMON NAME
SIZE (HEIGHT)
QUANTITY
REMARKS
AB
-
Acer buereerianum
TRIDENT
6'-I' HT
I
MAPLE
AS
��
Acer sac&orum
SUGAR MAPLE
2" GAL
4
TC
Tilia cordata
LITTLE LEAF
LINDEN
2" GAL
15
TM
Taxus x media 'Densiformis'
DEN5IFORMI5
3' HT.
15
3' O.C.
YEUU
THIS 5HEET FOR LANID5GAFING ONLY!
LL
O
0
(V
O
O
N
L0
3
a1 1!I
� II
I
� I
I
cc
W
uj
4 i
E77
I � I
C\l
-- 1 I I ✓f � i WC\l co
O
'0 00
j _ I cv
uj
f
\ I
f
ff
_ i \ Q) °,
-- ...�� .••-'"- ----sue'- -- "'`�--,�... 'o.. %r ' -•'' ; g W Ul
e'
-
-_
ammmk
Li
a.a...�c.-- k..r 9,b, 7-. "xM' y.".'..mR�e,S .,.. .�.... ,.m'i+.wrx.m4m.,,,:,;� anl?r,:�� y�... ,v -'� _ Z H
r j
Lj
4 V f
> a o 3 z 3
T.
I \ N ❑ w ❑
s rl w
> > > > > V V I\ w w w w
i� I y v
\
(U N N (U
c)
w
12 n, MICHAE S + EY
O �• ! �.�j NSE No. LIC
031 162
--
u Li ::� ;.. . ,:. TONAL
o e a . 4 y � <� � � i � _ \_� �__ . --_ _ __---- ---------- --__.. ---� �' � �
t
1
I i I i' l —1
--- J
I AS
� t
NIV
7 - _ r
INDEPENDENCE DRIVE RTE. 1092
60' RIGHT-OF-LUAY ,f r
D.B. 895 PG. 101-
POSTED SPEED 35 M.P.H. fe _ _.__.
r
r� !
a .� r
l '
t r'
4
LO
.,..,,•�+_,,...
�r�,' % -
lam-/-i
r�hh��
ai
a U
1 � �
r
r
i
i
DATE:
SCALE:
20 10 0 20 40
t
JUNE- 2001
1" = 20'
DESIGNED BY: MSS
SGALE : 1 " = 20'
' JOB NO. 0518I
SHEET 8 OF 9
STONE CONSTRUCTION
•,
1-11=11=11-11-II-U .�,:� :�,i�r.�,i� �.�r�;i�,:�;i�,:�r•�::�ri��:�d�i:h:�r•�r•�r.�r:�::
�•
+
SIDE ELEVATION
70' AM
•..•
r.••..• •• v
Atl
�t�
..
AGGREGATECOURSE
,.
;
AMUST s a . r
OF EEGRESSOPERATION PLAN VIEW
SECTION A -A
REINFORCED CONCRETE -J ORAUN SPACE
SECTION B-B
SOUR1 E• AW70 from /98J ft nd Standards for Sol/ erosiofr and Sed Trent Control, and Ira. DSNC //ate J.02-1
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
i
IIII
FLOW III III
4
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
FLOW
III =III
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER AFABRICIRE
SOURCE: Ada ted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.0E-1
Savoed It 11
ON5ITE 7�FIC,4L 1= 4VEMENT SECTION
NOT TO SCALE
Pr4i;RKING 5TALL5
2" SM-2A SURFACE COURSE
�o" SUBBASE VDOT STD. GR-21A
.I I hr l I-1 11=1 11=1 I I -III -III -III -I :-COMPACTED SUBGRADE
l-I I Lw..l I I-III-1 I I=1TI=1 i I-1 i I-1 i I_i (COMPACTED TO 95% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-I METHOD)
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
Dt-pvmt2
ON5I TE TrP I C,4L FAVEt- LENT SECTION
NOT TO SCALE
TIRAVEL LANES
1.5" 5M-2A SURFACE COURSE
3" 5M-2 BASE COURSE
8" SUBBASE VDOT STD. GR-21A
T1I II � II I II � II I II � 11 I IE l 11=1 11=1 11E]i I IEEE l :-COMPACTED SUBGRADE
(COMPACTED TO 95% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-1 METHOD)
PAVEMENT"DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
Dt-pvmt3
r 35 t SUR 2�i � R
bar 43 bend SO adgoiter
2•
locator peg
3, minkfum
S 21 gaaftted
J5 8,r4, Phe arla nrmgs
goaketed bell rK SCrI
PfW� ,
ra'
36' mh.
Cow
• tKw 6tdLD
pohted rpen
3 4" Pjoe at 2.00%
mirky grade
GRAVITY SEWER SERVICE LATERAL
Rigure 15
TEMPORARY SEDIMENT TRAP
1' VARIABLE*
ORIGINAL VARIABLE• J
GROUND
ELEV. 1.0'
67 CU. YD./ACRE *
a VARIABLE
N �
67 CU. YD./ACRE
(EXCAVATED) 4 MAX.
FILTER CLOTH ORIGINAL
GROUND
ELEV.
*SEE PLATE 3.13-1 COARSE AGGREGATE** CLASS I RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP
LENGTH (IN FEET) _
6 X DRAINAGE AREA
/ (IN AC.)
DIVERSION
DIKE
21
COARSE AGGREGATE
EXCAVATED / FILTER CLOTH
AREA
**COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5
OUTLET (PERSPECTIVE VIEW)
SOURCE: VA. DSWC PLATE. 3.13-2
CG-12B
s5 WL b
••"4� CROSSWALK
�(12:1 IAAX
PERMISSIBLE
7•-10' 51-0" T-10" CONSTRUCTION JOINT
MRC 1.
L H
CROSSWALK
TANGENT PLAN TYPICAL PLACEMENT
AT INTERSECTION
® 7' "'" STD. WITHIN CROSSWALK
Cb-3 CG-7 IS USED
5'-0'
NOTES:
,,Q�� THIS DESIGN INCORPORATES A RAMP. FLOOR AT BOTTOM OF Two SLOPING SIDES WITH so" x so' MINIMUM
gip ®. "^ . 6, CURB RAMP FLOOR TO BE CLASS A 3DIMENSIONS. PLACEMENT OF ECONCREIE (CLASS ASTRUCTURES IS '-4CIF-PRECAST) WITH SLIP RESISTANT INTEGRAL
0 20:1 16 DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLXX2 AWAY BE
_ PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE
j : ! - :: : • r 4. _ FRASN. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1.
T- SLOPING SIDES OF CURB RAMP MAY BE POURED MONOUTHICALLY WITH RAMP FLOOR OR BY USING
PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
SECTION A -A IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED
i 5 DOWELS, a' LONG SIDES CAN BE CAST IN PLACE AFTER PLACEMENT of PRECAST RAMP FLOOR. PRECAST CONCRETE 94A L
b 12• C-C BE CLASS A-4.
PERMISSIBLE REQUIRED BARS ARE TO BE NO. 5 X a" PLACED 1' CENTER To CENTER ALONG BOTH SIDES OF THE RAMP
-� SLOPE 12:1 �,� FLOOR, MHO -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2".
MAXIMUMCURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT
CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK. COMPLETE-M-PIA�CE
-'--- - �' CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TD THE CURB RAMPS ARE INCLUDED IN PAYMENT
SECTION B-B FOR cLxm/CURB AND GUTTER.
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 AND CONFIGURATION.
® UM1TS OF EXPOSED AGGREGATE SIDEWALK CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE ® WITHIN THE RIGHT OF
WAY OF A HIGHWAY FACIITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING,
® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PANS
UNOBSTRUCTED STABLE. FIRM AND SUP RESISTANT OR AS DIRECTED BE THE ENGINEER. AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES.
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A E]IsnNG LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL AM AFFECT PLACEMENT.
FAV1TRY THAT CAN BE APPROACHED ENTERED AND
USE ffv PERSONS WITH MOBILITY ILIPAIRMFATS.
SPECIFICATION
PARALLEL CURB RAMP
1 (ACCESS FOR MOBILITY IMPAIRMENTS)
VIRGINA DEPARTMENT OF TRANSPORTATION 203.05
Dt-dumppad
WIRE MESH REINFORCING V.D.O.T.
ROAD AND BRIDGE STANDARDS SECTION 301.04
CLASS A-3 CONCRETE
6" BASE 21- A
COMPACTED SUBGRADE
(COMPACTED TO 95% DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT VTM-1 METHOD)
TfiRA5� DIUM eTEfR FAD
(NOT TO SCALE)
concrete
thrust block
METER BOX and COVER
6' dia. schedule 40
steel pipe tilled wit 3'
concrete and painted
yellow 7.
J Ji
18' dia.
concrete .; ::,
encasement 3
BOLLARD DETAIL
direction of setting to be approved prior to installation
as required concrete pad 1'-6" sq. x 6" deep
- 2" min. - 6" max.
type
7beminimu screw adjustable
valve box
locator peg
a I
FIRE II.YDRANT ASSEMBLY
Figure 9
METER SIZE
METER BOX
METER BOX COVER
5/8'x3/4' or 3/4
18 in. Dia.
Non-Troffic
M32C-PW
Traffic
A32HH - T
1'
24 in. Dia.
Non -Traffic
MC-30 (Frame) WITH RML-1-T (Top Lid)
Traffic
MC-30 (Frame) WITH RML-12-T (Top Lid)
stop
varies as required
3" stone bedding_
box -
1' 36"
type K copper I
tubing, continuous
without 'pints from
main to meter -
treated 2"x 4" with
Fop 6 painted blue
meter cover
set 2' above
rtograde prior ' 8"
to sodding 1
ry F.C.S.
meter box
angle (check valve
with drain valve
yoke LJ
calve LJ
water main �-b stone beaclr?
METER SETTING PARTS
line
size
meter
size
yoke
y
on le yoke
ball valve
angle check
valve
expansion
wheel
1"
5/8'x3/4
Y502
BA94-224W
HHCA91-323-TV
& C84-34
EC-23
1"
3/ "
BA91 323W
HHCA9 32
1"
curb & gutter
Street
4 Y503 - 1 - 3-TV EC-23 3'
& C84-34 & C84-34
1" Y504 BA94-444W HHCA94-444-N EC-4
M 1
INSTALLATION NOTES:
1. Exact location of meter box assembly ul
IT -
to be approved prior to installation.
2. Water service crossing street shall be
encased in 3" dia. SCH40 PVC or M
SDR21 piping. The piping shall run from
one foot beyond sidewalk, across the
•
=-�=copper::::
;
street, to one foot beyond sidewalk.
1" X 1" TEE (T444-444)
DUAL METER INSTALLATION
5/8"x3/4", 3/4" & 1 " METER INSTALLATION
Figure 5
4" REINFORCED CONCRETE
3000 PSI
4" SUBBASE (21-A STONE)
WIDTH VARIES
SEE SITE PLAN
1/4" = 1'
-I I II I��I II III
COMPACTED SUBGRADE
(95% DENSITY)
CONCi�ETE SIDEl, ALl< DET,4I�
(NOT TO SCALE)
concsw
411
V _d
da
. e
.e
e
4"
mechanical joint
swivel tee with
6" branch
Aff
8"
stone
SOURCE: VA. DSWC PLATE. 3.20-1
eneral backfill general backfill
--see note)
see note) _
concrete
select backfill 24" select backfill
e note) (see note)
O.D. 6"
112 O.D.
i" 6"
- - - stone
STANDARD CONCRETE ARCH
general backfill general backfill
see note
-O.D.
t" select backfill 24" select backfill
ee note) (see note)
O.D. '
112 O.D.
6„ 6„
concrete
CONCRETE CRADLE CONCRETE ENCASEMENT
NOTE: To be compacted to 95% of ASTM D698 maximum density.
TRENCH & BEDDING
Figure 1
TE1I�IPORAR Y DIVERSION DIKE
SOURCE: VA. DSWC
Compacted Soil
PLATE 3.09-1
SILT FENCE CULVERT INLET
PROTECTION
DISTANCE IS 6• MINIMUM IF FLOW
IS TOWARD EMBANKMENT
FLOW
OPTIONAL STONE COMBINATION
1.0' 1 1.5' _
h�
FLOW
2.5'
'VDOT N3, /357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP
TO REPLACE SILT FENCE IN " HORSESHOE ' WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Los.
Minimum Care Lawn Per Acre
- Commercial or Residential 200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue 90-100%
- Improved Perennial Ryegross * 0-10%
- Kentucky Bluegrass 0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia. 125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue 128 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop** 20 lbs.
150 lbs
Low -Maintenance Slope (Steeper than 3: 1)
- Kentucky 31 Fescue 108 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop** 20 lbs.
- Crownvetch *** 20 lbs.
150 lbs
* Perennial Ryegrass will germinate faster and at lower soil
temperatures than fescue, thereby providing cover and erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding dates as
stated below:
March, April through May 15th Annual Rye
May 16th through August 15th Foxtail Millet
A 1 h through S t. Oct. Annual Rye
August 6t t pug ep y
November through February Winter Rye
** If Flotpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegross may also be
included in any slope or low-maintance mixtures during warmer
seeding periods: add 10-20 lbs/acre in mixes.
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates Species (lbs./acre)
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
Cereal (Winter) Rye
(Seca) cereale)
Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100
(Loliium multi-florum)
May 1 - Aug. 31 German Millet 50
(Setoria italics)
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1/4" soil cover.
0
Z
Nnn�
W
W
Z
WC\2
o
O
LO
W
C\2 co
CD co
a to
� 03
I �
Z�>
--
x
O 1
Lo�
� �
W
IL;
ZC)
W
M
0
Lo
rr hl,*N A 1v O
1 Lv
\l1l1*1V w cn
O
Ln
F--
Z
LIJ
0
z
z
UJ
Z
z
0
M
o
Q
a
5ZZ
z
z
(�
0
0
lx
aY
D-
a-
a_
Q
Q
0
0
�
0
w
w
ir
E-
Q
v�
rn
an
�ALTH
G
ICHAE S. C EY
Lit NSE No. t
031162
Cs
SSIONAL
LO
W
�
a
E--N
U �
U�
E-
Q�
�C)
U
W O
Q
Z
W
h•`y
�h+-H
W
E-
U)
W
DATE: JUNE - 2001
SCALE: NA
DESIGNED BY: - MSS
FILE NO. 0518I
SHEET 9 OF- 9
}
U_
0
Q
_v
ri
0
N
0
0
N
Lo
0
m
3
0
U
06
w
U)
Z
CL
c
w
U
>
Z
_w
U)
06
I
0
in
a�
0
GENERAL NOTES
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
must be provided prior to issuance of the site development permit. The approval of these plans in no way
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California
Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
for actual determination of required pavement thickness prior to placement. All final pavement and base
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and
Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true
support values of the soils in the subgrade. Final pavement design shall be submitted during construction
and prior to placement.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13, The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. ' Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
sheets, and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County prior to issuance of grading and/or site development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
of excavation or demoliti n. Names and telephone numbers of the and operators underground utility lines
in Frederick County appe r below. These numbers shall also be used to serve in an emergency condition.
FIRE MARSHALL'S NOTE
Fire lane markings and signage:
Any No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
FCSA CONSTRUCTION NOTES
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
2. THE CONTRACTOR SHALI, COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
3. EXACT LOCATIONS OF W TER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH
THE AUTHORITY'S INSPECT R.
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
WATER METERS THROUGH " IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
AND COVER TO BE PROPS LY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
BE SET TO THE FINAL GR E OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
5. FOR WATER AND SEWEF SERVICES THAT CONNECT TO EXISTING LINES:
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
ASSISTANT. AN APPLI ATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE
PIPING TO THE PRO ERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
THE AUTHORITY WILL INSTALL THE METER.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
6. WHEN AN EXISTING WA'.ER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
B. THE DEVELOPER/CO TRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP: AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
COMPLETED.
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
REMOTE READOUT IS REQUIRED.
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
A REMOTE READOUT IS REQUIRED.
VD0T GENERAL NOTES
Vl. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
applicable. In the event of conflict between any of these standards, specifications or
plans, the most stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor Occupational
Safety & Health Administration and VOSH Rules & Regulations.
V3. When working on 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 VDOT's
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
V4. Design features relating to construction or to regulation, control and safety of traffic may
be subject to change as deemed necessary by VDOT.
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
land use permits for any work on VDOT right-of-way.
V6. If required by the local VDOT Residency Office, a preconstruction conference must 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.
V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
any undetermined length of time. VDOT will also require 48 hours notice for any
inspection.
V8. The Contractor will be responsible for maintaining adequate access to the project from the
adjacent public roadway through construction and maintenance of a construction entrance
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
Furthermore, access to other properties affected by this project shall be maintained
through construction.
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during
and at the end of construction.
V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
Vll. Any unusual subsurface conditions 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.
VI 2. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
prior to placement of fill.
V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
be compacted in 6." lifts to 95% of theoretical maximum density as determined by
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
performed by a qualified independent agency shall be conducted as required in the VDOT
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
final VDOT approval.
V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
and further where determined necessary by VDOT Inspector.
VI 5. The installation of any entrances and mailboxes within any dedicated street right-of-way
shall meet VDOT minimum design standards and is the developer's responsibility.
V16. If required by the local VDOT Residency Office, copies of all invoices for materials within
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
acceptance of work. Unit and total prices may be obscured.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
account receivable basis.
V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
UTILITY CONTACTS
Water/Sewer: Frederick County Sanitation Authority Phone: Bell -Atlantic
P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297
(540) 868-1061 (301) 954-6282
Power: Allegheny Power Gas: Shenandoah Gas Co.
P.O. Box 1458 P.O. Box 2400
Hagerstown, MD 21741 Winchester, VA 22604
1-800-654-3317 (540) 869-1111
MISS UTILITY 1-800-257-7777
I�4Ii�ll l 1
APPROVED BY THE ZONING ADMINISTRATOR
/W_1
SIGNATURE
p6 La 3 az,
DATE
SITE PLAN VALID FOR FIVE YEARS FROM DATE OF APPROVAL.
CLASS I USE I GROSS SF I NO. OF EMPLOYEES I TRIP RATE I VPD
150 1 WAREHOUSE
5,000 I N/A 14.96/1,000 S.F
TOTAL
1 COVER SHEET
2 SITE PLAN
3 GRADING PLAN
4 ENTRANCE 4 DETAILS
5 PROFILES
6 PHASE I/EROSION 4 SEDIMENT CONTROL PLAN
1 PHASE II/EROSION 4 SEDIMENT CONTROL PLAN
8 LANDSCAPING PLAN
9 DETAIL SHEET
75
75
LEGEND
EXISTING INTERMEDIATE CONTOUR - - -- -- - --332 -- -- -- - `"
EXISTING INDEX CONTOUR -ry 330
PROPOSED CONTOUR 40
EXISTING EDGE OF PAVEMENT -- ---- -- - �x�
PROPOSED EDGE OF PAVEMENT PROP E/P
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
TRANSITION FROM CG-6 TO CC-6R
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE T T
EX. 15" RCP
EXISTING STORM SEWER
15° RCP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER --~~~--~-~~-~~--~--~--~
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE
EXISTING GAS LINE
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE
EXISTING FENCELINE -
EXISTING POWER POLE
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE
PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER METER
EXISTING REDUCER
PROPOSED REDUCER
STOP SIGN
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VOOT
CG-12 ANDf O.R JURISDICTIONAL
STANDARD P CONSTRUCTION
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TEST PIT LOCATION
HANDICAP PARKING
VEHICLES PER DAY COUNT
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING TREE DRIP LINE
EXISTING TREE
PROPOSED TREE
TH
MICH�A �(� E �
i LI NSE No.
b��iC� 031162
"ZS�IONAL �
EX C4G
PROP C4G
������!•+�t ..o.rr:.v.. GiY-�Su.wwR:�-YFn�.YS5:3:'J:.:
. ' . VIF
Al2
100
i
O
12
12.0
X 125
15" OAK -'r , i` 15" PINE
r., OAK INE
PROFESSIONAL SEAL & SIGNATURE
THESE PLANS ARE IN CONFORMANCE WITH
FREDERICK COUNTY STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
Project Name:
CITY OF
WINCHE5TER
VICINITY MAP
SCALE 1"= 2000'
�O
Oq,
UJE5TVIEUJ 5U51NE55
Z
UJ
W
Z
Z
0
o
,n
CO
�
Co
Itt
Q
o�
Co
W 0)
>
I 0)-
o I
Z
x
L
W
o
W
M
to �--
-"
E� r�
V
-4
CENTRE
®
GL s
KA o �j
0
0
w
Winchest
O,
Airport
cn
®ter
Victory Road
z
w
51 TE
o
Z
z
Independence Drive
:2Z
o
Z
u
a-
cn
I-
O
Z
w
Cn
It:
z
PROJECT INFORMA TION
>
Of
z
�
�
o
0
w
V
PARCEL IDENTIFICATION NO.
TAX MAP 64 ((A)) 1513J F.A.R. CALCULATIONS:
a-
W
w
cr
Z
Z
STREET ADDRESS:
WESTVIEW BUSINESS CENTRE
o
z
INTERSECTION OF VICTORY ROAD 4 INDEPENDENCE DRIVE PROVIDED:
Q
Q
17)
TOTAL AREA:
1.45 ACRES = 63,165 S.F. 344 AC. BLDG./1.45 AC. = 024
0
0
0
PROJECT AREA:
1.45 ACRES
w
Li
w
W
DISTURBED AREA:
134 ACRES GROSS FLOOR AREA: 15,000 S.F.
w
�i
0-
CURRENT ZONING:
M-1
w
Y
Cr
E
CURRENT USE:
VACANT SIGNS: PLACED ON BUILDING
UJ
PROPOSED ZONING:
M-1 OUTDOOR LIGHTNING: AS SHOWN: LIGHTS SHALL BE
w
o
0
0
PROPOSED USE:
OFFICE/WAREHOUSE DOWNCAST OR SHIELDED TO
Q
r`
PREVENT GLARE ON ADJOINING
0
,�n
PROPERTIES AND/OR PUBLIC R.O.IU.'S
BUILDING SETBACKS:
REQUIRED PROVIDED
OUTDOOR STORAGE: NONE PROPOSED
FRONT: 15, 15,
SIDE: 25' 30, BUILDING HEIGHT
REAR: 25' 43.24' MAXIMUM = 60'
PARKING SETBACKS:
PROP. HEIGHT = {25' < 45'
FRONT: 25' 25'
SIDE: 5' 5' LANDSCAPE CALCULATIONS
REAR: 5' 5' INTERIOR REQUIRED:
I SHADE TREE PER 10 SPACES
49 5PACE5/10 SPACES = 5 TREES
PARKING CALCULATIONS GREEN AREA = 5% OF PARKING LOT
REQUIRED:
PARKING AREA = 28,160.1
GENERAL OFFICE: 1 5PACE/250
SF GREEN AREA REQUIRED = 1,408
150 S.F. OFFICE PER UNIT
222' - 1
1 UNITS = 5,250 S.F. OFFICE
INTERIOR PROVIDED:
LO �
250 - 21 SPACES
5 SHADE TREES
`�
I PER EMPLOYEE WAREHOUSE
TOTAL GREEN AREA = 16,153 SF.
�4
3 PER WAREHOUSE UNITS
TOTAL GREEN AREA REQUIRED= 15,191 SF (259.)
U
-1 UNITS = 21 SPACES
TOTAL GREEN AREA PROVIDED = 25.5%
TOTAL REQUIRED = 42 SPACES
C'3
HANDICAP SPACES REQUIRED:
PERIMETER REQUIRED:
>
PER ADA = 2 SPACES
I SHADE TREE PER 40' OF PERIMETER PARKING LOT
f2t�
0 VAN ACCESSIBLE)
PERIMETER = 818'/40' = 21 TREES
W
W
>_
PERIMETER REQUIRED = 21 TREES
U Z
H
SPACES PROVIDED:
PERIMETER PROVIDED:
U
Q Z
45 SPACES INCLUDING 2 N.C.
21 SHADE TREES
C)
O
3' EVERGREEN HEDGE ON R.O.W.
W
LOADING SPACE CALCULATIONS: R.O. - 5 EVERGREEN HEDGES W Z
1 PER 30,000 SF= I SPACE REQUIRED M-1 ZONING 25% REQUIRED Z
LOADING SPACES PROVIDED: 1 SPACES .25 x 63,162 = 15,1130.5 SF. REQUIRED ,_ ,
PROVIDED = 16,153 SF. (25.5%) �D
INSPECTIONS DEPARTMENT NOTE: W
Q
1. HC PARKING AND BUILDING ACCESS TO THE BUILDING SHALL NOT EXCEEDSLOPES OF CABO A111.1-92 W
NOTE THE ELEVATIONS MARKED ON THE PLAN AND ALSO THE LOCATION OF ALL MAN EGRESS DOORS W
FROM THE STRUCTURE >
2. PLEASE CONFIRM COMPLIANCE WITH BOLA FOR EITHER, FIREWALLS TO BE LOCATED (SECTION 101) OR U)
FIRE SUPPRESSION SYSTEM (SECTION 904) FOR USE GROUP OVER 12,000 SF. Fs7
FREDERICK COUNTY COVER SHEET
�me
SH,4LJNEE DISTRICT
Project Number:
0518
Date of Pion: (Month, Day, Year)
JUNE 25, 2001
Owner: Address, Including Zip Code & Telephone No.
35585 DEER CROSSING LN
Di" IK PROPE RT I E 5 ROUND WILL, VA 20141
(540Xo65-8056
Developer: Address, Including Zip Code & Telephone No. 104 SOUTH KING ST 101
INDEPENDENT IN5URANCE CENTER LEESBURG, VA 20111
(600)320-8316
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
GREENWA'I' ENGINEERINGWINCHESTER, VA 22602
(540) 662-4185
MAY 2, 9 20 Z
OF PLANNING,IDEVELOPMENT.s
DATE: JUNE 2001
DESIGNED BY: MSS
CHECKED BY: MSS
JOB NO. 05181
SHEET I OF 9
! I II m I I b
I
'' J v �.7 I �
1 -- --
EX. F __j s
PINE I EX.
9=1/! All
J,
(p < 0�,
5"t
70
mU S 3 PINE t q 5.;�` Jr -a tr rp
1 _� !Y
r
i i I MEET t MATCH WITH
1
EX. CURB
I
c0
I �
r
9
LO
CV 't
ffi I VAN DEL IGAN, etux I N
LOT 2 I
TM 64-A-159 "I"
ZONED: M1
USE: 5U51NE 55
i
i I
If
\--- EX. DUMPSTER ENGL(�URE
IMA t GRAOIt
INV. &60.7? I
I
Z
I
-
cc
1
I
w
I `
Z
� `
Z
W
!�
CD L0
00
I
•�
CO Lc)
� I �
Zx
�> ocv
Lo c\j
'0 rQ
LLJ
rn
U
P.I.N. 64- ((A))- 159F
Lo
r,
GEO%E W. JR. 4 CAROLYN G. GLAIZE
ZONED: M1
115 Q) y
USE: VACANT
W
co
w
f
� % k d. � �"••_. •'y' ,,4r'td'S. � � � �. �t � ,r•.•'� Il � �,, , j... .,t r},�.F r � n.,r��_.flv�< € I,,,II ,� -_ I \ I
INV. y v x Y
® R. 689.06,:,��""�,.,��,�,. �•-� ti �• � . ; �. � � �.ti.,�„n_ .�;.-�,-'�- � ` q
r i ,rN"'Y9 '.... '�"• I ,r' , ..s �� C .r �....f.� ,fir �S ,qi�.. :.3" < f�: {,. P v......s h.,.,.� / ' ,,.,f.w?..._z.�:_.4 f... .y1.,...�r l7
v r
','!.. ;7 1 r a. , d y,; a� ,� G j z Z �N
m
a
1,4 I
PROP.�; ..,..� ,.., , , � � � �... � ,� O z z
`- LE R NG 24" STORM`..=�1-1-1
I I` �' i 3" PINE I �' LIMITS OF G A i t GRADING - _ o E
N,� N 38`,33" W 355fd0' CO GO ;c� -` �- co i NOTES: o o
I i t i ; EX. 5' �-'Af ING 5tEE T BAC+`�.
s - U
- - --- -- -- ; I ALL UTILITIES WILL BE H Z ? w z w
y
UJINCHESTER REGIONAL AIRPORT i� i, f fL CG-6 \� GG-6 - - PROP 32 X 12 DUMPSTE - . j o 0 3 z 3
I I CL
<000, o PAD WITH 6' BLOCK W,4LL �I LOCATED UNDERGROUND N Q N
7
TM 64A-SSP 1 1 �� 4324 acl( IN
`� r� "���' r �, w 0
(TYPJ pP 20.40` __ _ _. _-
ZONED: M1 i ! I '`' _ - - _ _ - 25' BRL - ---- — ��C ~,.h/T --- - -- -- _ - w w �w w
USE: AIRPORT I �, I I �i (TYPJ � '
20' 45
�i > > > > >
I N I ,° i 20' l��P) BLDG MOUNTED 8 \���,
YP.) LIGHTS (TYP.) I
iQa
o 0 0 0 tti
[—r r o v
A�
t 250
15.00 i I t:i I Q
'GAL ! I «. -, i �s.> I �\PROP. SIGN it
' 1v+ I u d i r
E,✓=692.6U 3" SPRUCE CA "ONE-WAY" 5 cs} 4 \GO
1 11
p I iLOADING BAYS WITHIN E CH 1 ? p,LTIi 0
_ _2450 !._.
BUILDING WILL FULFILL T E z
_ L ADING SPACE REQUIRE NTS I ,
1 T- ` -. i{ 1 T 5 Pr .
m p I BLDG MOUNTED )= tr•.�tv�GEMC � �SMT D i� c9.,� ,s Fa2'�
- /�� LIGHTS (TYP.) 0 BLDG" i I � 2
MOUNTED !� � ��`I CHA L CKLE �
i I I7 h LIGHTS 0
GYM\ (TYP.)LI E No.
FRO P• �UILDIN ' \� \ o�, 031162w
I 1 GFA 15,0000 I PROPOSED ~` S�
10 BUILDING I \ jONAL
68934 /I BUILDING MOUNTED 95'-4" PVC 5DR-21
PROP. 5' SW MOUNT D PROF. 5' SW H.C. PARKING SAN C/O INV = 618.2 e `\ TAP
I SIGN' SIGN-12 1-65 RISER i i
11 N.C. P RKING CG-12B SAN. LAT. 2P�Sgo ` BY FCSA
24' 15, BRL I I�
v - _ 30.D0 i SAN INv M IN - 6-15.54
-.
Lj
I - -
= P f` :' `�- ..o %,�_ � v \ r � f� I A L ;>v 6?�:21
i' 1 14 •- ��� N A7 V MAIN
1 I i 8, -6 -6
� I FUTURE 15 ` ; � ! � �0 20 - �.
R/W DEDICATION I 2Q, � .Q 20'A,,
' ;n PROP. 10' SAN. � (0,0 -ram J
I 70 (TY� '1�1 0 - 6 (TYPJ i LAT ESMT. I r"'/ \
R PROP. SIGN
9' NOT ! RG^ ,�!? O)
' \ ._. �IITI'P.)I f8 iITYPJI rj. , ,J-' LO
'� TER Q • ._. ' EX. 20' 5TM \ >� ,. � '�'
F� S! :N �5'R '�( YPJ� f �� „ ROP. IS" STO Aim DRAINAGE E$MT- �
VAN ACCESSIBLE lie SERVICE LINE /�. 1 i
X•l, , (DB 895 PG 115)
's ue �, i- 24 �� TYPE „K" COPPER /,f
..1 �/ ♦� IS WATER LINE�1`Si`'iT. I --
ejoA
_
L_ - --- --.. -.. - - -- -_ = _ F.H. ASSEMBLY g R -3' COYE W ! �vA
CG-6 pR
12.
^ �Q � .- MINT R ON ATER LINE
f-�rIwOR DRIVE EX. BRIGKIIUAL i �' ;'\� - I -G NTRACTOR TO FIELD �- !
TO BE REMO D i �. 'x. B 3tG J L, _PROP. IV, T I'1 _ . __ _ --- ---_ -- ?S 12" X 6" TAP _ -'"� (c (� '-/ U
_. �� _ -_ - -- - - --- - iQ- _ IFY WATER 1NV. _F —I �I {� l / - _._. \ _-_-- -.- -_ _ -__ _ _ 1X .25 PA4KflVG PROP. SIGN BY FCSA--
ROUTE 1000_' _rBAK `� _ --_- w
Si" IAL-L-.TRUCK.- - - -- -- - _ -- -
_ ,
DELIVERY R - 510.00' , f i } I �� "" y-' -� E-�
ACCESS ONLY CG-6 L=6082" Irk �
-7-77- / y� -"� _ _ i- V W p Z
I N3'8'28'33"W J i �114. ` t c 1' I , mot+ I c c �' I _J .-. - f
N35'S8'16 "W 12 5'R t �' _ - r ic.. 3 W U
•�LIMITS OF CLEARING s GRADING 5' I �''?
1 W
CO
7,2
-.; -,.,. m REMOVE EX C46 TN ----- -
RETURN AND CONSTRUCT `-- --_ ,
"NEW CtG AS SHOWN TO f
.� PROVIDE POSITIVE DRAINAGE .�,,,� `PCs-F�- — EX. 20' 5TM DRAINAGE ^R(iF' INLET W
r •-/ �� d UTILITY ESMT, TOP (634.14)
DR0F rNL� 1
(GB 885, PCs �a2i) NV. (67 7-09)TOP (68631) �> W
i REMOVE EX. CURB - '
�_ AND MATCH EX. '� W �•,,
I 1 l G►ass Medear, C r� } t t '�i } �C i } INV. «i�O+la3>
INv. (6W.46> - I PAVEMENT
- _
i 450 SIGHT ..... :.:.
NORTH FREDERICK REALITY
TM 62 -9-2
ZONED: M1
USE: BUSINESS
0'TO
i T 31 pN DISTANCE
INDEPENDENCE DRIVE RTE. 1092STOP
i 60' RIGHT OF WAY
D.B. 895 PG. 101 .`--
POSTED SPEED 35 M.P.N. -` "`- - -_. _ - AN. ! f'
EX, 22' 5TM
- - - !Nv. (673.19) DRAINAGE ESMT.
DROP INLET � ---J
(DB 595, F'G 15)
TOP (636.31)
(� VIRGINIA APPLE STORAGE, INC. y
INV. (68i.15)
i If TM 64-A-159D
- ZONED: M1
USE: INDUSTRIAL
-,v A
20 10 0 20 40 1
5GALE: 1 " = 20'
I
DATE: JUNE— 2001
SCALE: 1" = 20'
DESIGNED BY: MSS
FILE NO. - 05181
SHEET 2 OF 9
N, �^
IT
,
N
MITI
M �;u t
I
�I !
I I ,
` GONTRAGTOR TO VERIFY
--- -- LATERAL DEPTH AND I 'INa t GFA2
GRADING WITH FCSA
PRIOR TO GRADING
11 ,t 3 IN THIS AREA.
_._LIMITS of CLEARING
89 TC
1
f
1
I
I 93 Tr_
o I
! j '--
.71
8 IN 9 -\
'Pill 117111,11191
IBM
88 9 I
- G
04
TC
TC
TC
TC
rc \ __
ri ps i� �9TO_ , V-P,
r �.
\ FINISHED FLOOR = 689.50 FINISHED FLO�R 68950 FINISNE FLOC ■- 689>b0
AX
�- 3\ 30 `
0
Tc � 0 309T\
89TC 89 rc 9Tc
_
\ \
o - �� v � 1;. � r •w ♦ - - O . ? �w.w...:hh.+.��� ��[/-..-.._ ....=..i..'� .-0 , .
�'\ - ---o '�8°�, ° ,!\- -- ��•- .� ° .¢ 894_'..
• - ! i y
a
V \
$9 TC
i
Wqp
( ( I\ i { { \ l ! 1 I Did e �i \; �\ \
�TCTC
I �c
/ L(O\
089 �2 ��10
TC
� � `� 3 rid � I ( � / ! L,....----'.^---T' ''-'� ''._} •-~ -`. � "'-,.__.,..._„_ �,
r
. ---
8�
m 88 T�
g 3o Te
e.
bee
I INP5PENDENCE DRIVS RTE. 1092
i 60' RIGHT-OF-WAY
r �! D.B. 595 PG. 101
POSTED SPEED 35 M.P.H.
e
�_''`-":_°'_.' __•`e`er-•- --. __ ____.._ ._. �.-�= =>.'-•----- __---- -'"_- -- '' � �� ,
� � _/sue _:�-- 1 s ,,,,, �- � � �.- .r•.
\ _ -
1 •-•
� .� ._....� I 20 im m 20 40
z
cc
w
w
z_
W
O
co
i,
co
�
a
c�
z
�>
x
o i
LoCQ
Wo
r co
° a
Xl
�
a
�x
Lo
E
rn
z
Li
0
V
c�
z
z
z
w
�Q
0
z
d
>
(sj
a
z
0
z
0
w
U-)
w
V)
�
w
w
w
a
Q
o
0
Q
Q
0
07
0
ir
0
M
0
th
W
N
N
N
ON
�IICI-IA
l.PSE� No.\
O� 031162
SSIONAL
T�/•��
V�
Lo
�i
w
H
U
Z
Z
U>
IQ4
a
E
��
O
U
Z
C/1
W4 0
CO
Z w�
ZU
C%)
Q
F�
C/1
DATE: - JUNE- 2001
SCALE: - 1" = 20'
DESIGNED BY: MSS
FILE NO. - 0518I
SHEET - 3 OF-9
XX Street approach some
(radius to be as A surfacing as mainline
— , roadway
shown on plans)
C (Radius to be as
\
Radial ombination shown on plans J� curb and gutter /
(St'd. CG-6)
a I� e
SIX
6"
2�- Optional Flow Lin� — —
Expansion int
A
Note: Width "B" 2'-0" or as Mainline roadway
shown on typical section. PLAN VIEW
i 2'
4-_ e 1
' 1", . • `7
6" Class A3 (H,E.S.
Concrete .
Expansion Joint
SECTION C—C
E Construct Grade changes with a parabolic curve.
10' PoroboI' Curve
Edge of shoulder
Max.
D
or Optional Flow Line
Slope Change
D
When St'd. CG-11 is used for entrances built
in conjunction with VDOT projects, please
Mainline Roadway
note the following:
8% Max
Slope Change
r
D
XXMainline pavement shall be constructed
D
to the R/W line (except any subgrade
40' Min. for Street Connection
120'
stabilization required for mainline
pavement which can be omitted in
Desirable for Commercial Entr,
the entrance.)
5' Min.
SECTION A — A
® Radial curb combination curb
and gutter shall not be constructed
beyond the R/W line except for
replacement purposes.
When used in conjunction with standard
Guidelines for Grade Change
D
CG-3 or CG-7, the curb face on this
Standard is to be adjusted to match the
Entrance Volume Desirable Maximum
mountable curb configuration.
High (more than 1500 VPD) 0 %
3 X
See Standard CC-12 for Curb Ramp design
to be used with this Standard.
Medium *500-1500 VPD) 3 X
6 X
When the entrance radii cannot accommodate
the turning requirements of cnticipated heavy
Low (less then 500 VPD) 6 X
8 X
truck traffic, consideration should be given to
CG-11
Increasing the depth of adjacent proposed
sidewalk to 7 inches.
)K Optional flowline may be used for entrances
in cut sections.
Optional flowline may require warping of a
portion of gutter to preclude pending of water.
SPECIFICATION METHOD OF TREATMENT —
CONNECTION FOR STREET INTERSECTIONS
502 AND COMMERCIAL ENTRANCES
VIRGINIA DEPARTMENT OF TRANSPORTATION 203,08
i
s
'
,
a
t a
This area may t
at the option of the contractor
This curb may be used when
design speed is 40 MPH or less
on Rural highways and 45 MPH or
less in developed urban & suburban
areas. If these design speeds are
exceeded Standard CG-7 is required.
i
100,
lip
,
,
:
✓ n�
r ~I + I
i
,•
1'
d �-M
rt
_
n
M..
yM
. nY
r 4
t
^, b
s �
r
CG-6 CG-12A
4'
77
8'
The bottom of the curb and
gutter may be constructed
parallel to the slope of
subbase courses provided a
minimum depth of 7" is
maintained.
For use with stabilized apon—graded
drainage loyer, the bottom of the curb
and gutter abab be constructed parallel
to the slope of subbase courses
and to the depth of the pavement.
Note:
Combination curb & gutter having a radius
of 300' or less (along face of curb) shall be
paid for as radial combination curb & gutter.
This item may be precast or cost in place.
Concrete to be Class A3 if cast in place,
4000PSI if precast.
SPECIFICATION COMBINATION 6"
REFERENCE CURB & GUTTER
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201,03
CROSSWA0
cp
o•o• f\i
MAX) \
(10:1 MAX)
'ERMISSIBLE
;ONSTRUCTION JOINT
B
0
A TANGENT PLAN
o
® 7" WHERE STD. CG-3 OR
CG-7 IS USED
8'-0" 4'-0'
STD. CG-2 ®6" 12,1 % MAX. 48:1 MAX.
OR CG-6
20:1 P - -
._ s
SECTION A -A
# 5 DOWELS, 5" LONG
0 12' C—C PERMISSIBLE
SLOPE 10:1 CONSTRUCTION JOINT
MAXIMUM
SECTION B-B
LIMITS OF EXPOSED AGGREGATE SIDEWALK
® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
FACILITY THAT CAN BE APPROACHED, ENTERED AND
USED BY PERSONS WITH MOBILITY IMPAIRMENTS.
NOTES:
a THIS DESIGN TO USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE)
CROSSWALK REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR
ALTERATIONS.
CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL
DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR ( RAMP FLOOR MAY BE
PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE
CROSSWAIxI I I (CROSSWALK I SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING
II PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
TYPICAL PLACEMENT TYPICAL PLACEMENT IF AP FOOSIDESMCANLBERCIASTIINCAS7, HOLES PLACE AFTERMUST BE PLACEMENTOOFDED FOR PRECASTDOWEL BARS SO THAT ADJOINING FLARED RAMP FLOOR. PRECAST CONCRETE HALL
AT INTERSECTION
AT INTERSECTION BE CLASS A-4.
WITHIN CROSSWALK WITHIN CROSSWALK REQUIRED BARS ARE TO BE NO. 5 X 8' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP
(WITH BUFFER STRIP) FLOOR, MID —DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2
CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT
CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE —IN —PLACE.
CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT
FOR CURB/CURB AND GUTTER.
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 AND CONFIGURATION.
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
t� THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE ® WITHIN THE RIGHT OF
WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING,
PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS
DIAGONAL VARIATION OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES.
EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT.
PERPENDICULAR CURB RAMP SPECIFICATION
REFERENCE
(ACCESS FOR MOBILITY IMPAIRMENTS) 50z
203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION
0
z
UJ
W
z
0
z
W
o
,n
Q)co
ao
00
0)
Zx
�C'2
W
>' Q)
o
LLJ
a�
9C
4
v
E-� f=
a)
O O
r W VJ
N
F-
Z
W
O
U
~
Z
t)
Z
z
W
f
Z
Q
O
U
CL
rHn
V 1
H
F-
o
Z
W
W
W
U
o
U
3
W
0
3
L,J
Vi
ry
W
W
W
f
Z
Q
Q
O
VI
0
F-
(n
ra
L,,1
M
W
A
W
A
W
W
Lj
W
I,J
O�
LY
0_
0_
W
ou
O
cu
O
W
O
N
O
�!
CU
��p.LTH 70%
MICHJIC
S.
�V o.
�0 031 162
�SSIONAL<
Q�
to
r�
E-
Q
U i
U) I-
Z
L�
4p
U
�D
O
L�
a
Cf)
Z w
W
z
Ca
N�
M
h-I
W
DATE: JUNE— 2001
SCALE: 1" = 30'
DESIGNED BY: MSS
FILE NO. - 0518I
SHEET - 4 OF-9
i
a
i
1
e
. 680
(0
610
f
' 1o65'�*
w
U
1
in
`ye
.,
Z
u
Z
�z
+
z>
z
e 660 ,
-
-
10 400
10+50
110
105
0
O
100
695
690
(0
B
cz
1-
>
z
615
665
..10
r MINIMUM OR MATCH EX.
DI-3A-38-3C
rU
PAVEMENT 5LOPE
12,
2'
VARIES
M
Expansion Joint
3-70•
Expansion
Joint
EX. PVMT.
m
MILL 12"xl-1/2"
Back of Sidewalk
11)
o,
SECT. X
TIE IN JOINT
<
M
Bon G 4 4
—2•
For details of inlet Frame k Cover
see St'd. IC-2.
O
VAR_ I-S
I/4 ': I'
1/4 • 1
���'
3.\
e- -
-
,
2- can C
I— Ban F
Existing or
Proposed
o
z
—
GG-6
Ban B
6 6"
-
6 6
-
Sidewalk
w
�^
6 3'-0"
I 6..
8"
tjrl
C7
EXTEND 21-A
PROP. PVMT. SECTION
I' BEYOND EP/
II II Bars F
Bars A
Face of curb
1-1/2" - 51`1-12.5A
BACK OF GURE3
2'-0 lii ii Bars D
Crock Control JointZ_
3" - 5M-25.0
Crack Control Joint
Gutter
8 - 21-A
2'-0—
PLAN
6' 6' Min�
10' Max.
6'Min.
10'Max.
L-Variable-Max.
—2'-0".._I 8" I_ 2•_8 �J
20'
6- 3•-0
LANE ADDITION TYPICAL SECTION
TYPICAL SECTION VICTOR"' ROAD. - RTE. 128
NOT TO SCALE
11400 11 +50 12 400 12 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00
110
105
0
100 `n
695
6g0
EX. GRADE
685
680
615
Q
665 0
0
660
144-50 10+
B
w�
it
fL
CL
O
105
01%
695
GRADE 690
`PROP. 12' -24"
AD5-N12 6 1.159.
685
615
0 t
0 �
0 665
I�
z z `+ z
6(00
Bars F Bars E B
O — a• a 3" Diameter
Weep Hole
FRONT ELEVATION
(Gutter removed)
A
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS.
TYPE B NOSE DETAIL SHALL BE USED WITH CG-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.
z
oc
w
w
z
e_
z
w
oto
�Go
QQ)
it
� CO
3�
C�
CD
CD I
to�
x
��
w
,�
La��
�
Ln
a
rn
r~
M
IL.
rf,
hl"\
a�
a)
0
>'
Nyad Cont. Joint �n D
1 i iy l J Approach Culler
Warped Gutter
�i
.•
f`^
e.
I/
r
F�+
;1
w
U)
Bore
Bon c
-I
, i2• _
Subbase
2
wn
-
3" Diameter
Weep Hole
D+24
.
Ban r
mStep.
I
Hardware Cloth
I D
I
I
Steps are to be
provided •hen H le
_
e
�
-
I—r-e• —1 e•
4'-0• or greater.
For step detoils see
St'd. Sr-1.
I
e• �—
SECTION A -A
0
W
W
"
3
3
W
LJ
W
Q'
Q'
a
O
o
Approach Gutter
L2%"x2%"xYi" Warped Gutter W W
Galvanized Keyed Court. Joint @Ore A N N
Bon B I 4-IC 1/ tr —
T
5-0/4• Bent Plate IX" W W
T 9'On. Bars•
12-rAn
d + 2% -r . CU
4x �- 2• Ban E O CD
41A -- a• I- 1'-e-1 e' ^ (� \
—3'-a.—I d
N
Type A Type a SECTION B-B Q M
%%4" Stud connector
welded to angle iron at 2' c-c.
NOSE DETAILS
DI-3A DI-3B DI-3C
L 1
For use on grades I Both sides to be symmetrical
STANDARD CURB DROP INLET
12"-30" PIPE MAXIMUM DEPTH (H)=8
VIRGINIA DEPARTMENT
04.09 of
TRANSPORTATION
END -SECTION 12"-60" PIPE
end on outlet end -sections
PLAN
LENGTH
�_— C — B
3 pPROX
Bar or steel SzopF
fabric
reinforcement _
A
PAYLINE
SECTION X-X
Concrete to be
4000 PSI Min.
I I
E
END VIEW
END -SECTION DIMENSIONS
DIAM.
A
B
C
D
E
12"
4"
2'-0"
2'-0"
4'-0"
2'-0"
15"
6"
2'-3"
1'-9"
4'-0"
2'-6"
18"
9"
2'-3"
1 -9
4 -0
3'-0"
24"
9 1/2"
3'-7"
2'-6"
6'-1 "
4'-0"
30"
V-0"
4'-6"
1 1'-7 3/4'
6'-1 3/4"
5'-0"
36"
1'-3"
5'-3"
2'-10 3/4
8'-1 3/4"
6'-0"
42"
1'-9"
5'-3"
2'-11"
8-2
6'-6"
48"
2'-0"
6'-0"
2'-2"
8'-2"
7'-0"
54"
2'-3"
5-5
2'-9 2'-9 1/4"
8'-2 1/4"
7'-6"
60"
1 2'-11"
5-0"
3'-3"
1 8'-3"
8'-0"
NLTH 0�'
G
2•-"1 Appr. Pave.
• I Worped Pave.
MICHAE- S. IC LEY
I.
"0 LIC N O No.
•• I BOA 031162
DETAIL WHEN USED �sSIONAL�
ADJACENT TO CURB
WITHOUT GUTTER
Sheet 1 of 2
SPECIFICATION
REFERENCE
233
302
ALTERNATE END -SECTION 12" - 60" PIPE
Hub end on outlet end -sections
Spigot end on inlet end -sections
X X
SLOPE DETAIL
PLAN
C B-
3,• �PS �OpE
Steel _fabric reinforcement
PAYD
DLINE
';FrTInN X-X
Concrete to be
4000 PSI Min.
I E I
END VIEW
END -SECTION DIMENSIONS
DIAM.
A
B
C
D
E
12"
4"
2'_0"
4'-1 "
6'-1 "
2'-0"
15"
6"
2'-3"
3'-10"
6 -1
18"
9"
2'-3"
3'-10"
6'- 1
S-0"
21"
9"
2'-11"
Y-2"
6'-1"
3'-6"
24"
10"
3'-7"
2 -8
6'-3"
4'-0"
27"
1 10 1/2"
4'-0"
2' 1 1/2'
6'-1 112"
4'-6"
_6-0
30"
1' -0"
4'-6"
1'-7 3/4-
6'-1 3/4"
33"
1'-1 1 2"
4'-10 1/2'
S-3 1/4'
8'- 1 3/4'
5'-6"
36"
1'-3"
5'-3"
2'-10 3/4'
8'-1 3/4"
6'-0"
42"
1'-9"
5'-3"
2'-11"
8'-2"
6'-6"
48"
2 -0
6'-0"
2'-2"
8 -2
7 -0
54"
2'-3"
5'-5"
2'-11"
8'-4
7'-6"
60"
2'-6"
5'-0"
3'-3"
8'-3"
NOTE: Pipe lengths shown on plans are
based on End -Section design shown
on the left. If the contractor elects
to use the alternate design shown on
the right, lengths will be reduced by
the difference in dimension "D".
SPECIFICATION REFERENCE FLARED END -SECTIONS FOR 12"- 60"CONCRETE PIPE CULVERTS
VIRGINIA DEPARTMENT
302 of
TRANSPORTATION 102.01
0)
Lid
�>
04
U
E,
r-4
4�
w
Q z
44
0
Woo
Cl)
�D
�
Q
W
E-i
U7
W
DATE: JUNE- 2001
SCALE: H=50 V=5
DESIGNED BY: - MSS
FILE NO. 0518I
SHEET 5 OF 9
Q
0
0
N
LIL
0
0
27
(O
ul
0
0
w
00
F
w
U)
z
g
C
a�
a�
w
U
z_
w
U)
c6
0
w
_n
0
11
EROSION AND SEDIMENT CONTROL NARRATIVE:
1 �
PROJECT DESCRIPTION
THIS PROPERTY IS LOCATED IN WESTVIEW BUSINESS CENTRE AT THE INTX. OF INDEPENDENCE DRIVE, ROUTE Im 2 AND VICTORY
ROAD. THE SITE AREA IS IA5 ACRES OF WHICH APPROXIMATELY 134 ACRES WILL BE DISTURBED FOR CONSTRUCTION. THIS
PROJECT CONSISTS OF CONSTRUCTING A 15,000 S.F. BUILDING, TRAVEL AISLES, AND ASSOCIATED PARKING. f
I '
EXISTING SITE CONDITIONS
THE SITE IS CURRENTLY A VACANT GRASS SITE WITH A 20' DRAINAGE EASEMENT RUNNING THROUGH IT.
1
ADJACENT PROPERTYv
THE SITE IS BOUNDED BY VACANT PROPERTY TO THE NORTH-EAST, INDEPENDENCE DRIVE TO THE SOUTH-EAST, VICTORY ROAD
TO THE SOUTH-WEST AND NEW IMAGE GRAPHICS TO THE NORTH-WEST. ADJOINING PROPERTIES HAVE SAME ZONING. f I
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE j M
CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK
STRUCTURAL MEASURES I I
A CONSTRUCTION ENTRANCE WITH WASH RACK (3D2) SHALL BE PROVIDED TO THE PROJECT AREA FROM THE EXISTING ENTRANCE �.
ON INDEPENDENCE DRIVE TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE AND WASH RACK SHALL `l
REMAIN THROUGHOUT ALL PHASES OF CONSTRUCTION,
I
CULVERT INLET PROTECTION DEVICES (3PJ8) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT
FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. `
CULVERT OUTLET PROTECTION DEVICES (3.18) SHALL BE PLACED AT THE OUTFALL OF ALL CULVERTS TO REDUCE THE EROSION '
AND UNDER -CUTTING AND TO REDUCE FLOW VELOCITIES BEFORE ENTERING THE RECEIVING CHANNELS, j
i
A SEDIMENT TRAP SHALL BE CONSTRUCTED DURING E46 PHASE CONTROL MEASURES AND PRIOR TO CLEARING THE SITE. THEY f
SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT PRIOR TO LEAVING THE SITE. THE
TRAPS SHALL CONSIST OF INSTALLING GASION BASKETS AS SHOWN ON THE DETAIL AT THE LOCATIONS SHOWN ON THE EROSION I 1
AND SEDIMENT CONTROL PLAN. THESE TRAPS SHALL REMAIN IN USE AFTER FINAL CONSTRUCTION OF THE SITE.
TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) �-
AND A5 NEEDED TO STABILIZE DISTURBED AREAS. /`� j
wnm
ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT.
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL
GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS
TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS.
PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 51X (6)
MONTHS.
TOPSOIL THAT HAS, BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR
TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED
(HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING.
MANAGEMENT STRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL MEASURES, MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF
THE PROGRAM.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED_
ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER t GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND
MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME.
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING.
DRAINAGE SWALE5 SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE
CHECK DAMS SHALL BE REMOVED.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY
BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON
SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE vIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK
MAINTENANCE
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24
HOURS AFTER ANY STORM EVENT GREATER THAN 05 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL
MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A
GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS
ESTABLISHED -
TRAPPED SEDIMENT IS TO BE REMOVED 45 REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON
SITE.
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT,
IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY.
THE CONTRACTCR 15 RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL
TIMES.
PHASES OF LAND DISTURBANCE ACTIVITIES
1. CULVERT INLET PROTECTION.
2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (OFF -SITE DITCH GRADING,SEDIMENT TRAP t
CONSTRUCTION ENTRANCE).
3. PLACEMENT OF SEDIMENT CONTROL DEVICES.
4. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING CLEARING AND GRADING OPERATIONS.
5- CLEAR AND GRUB REMAINDER OF SITE.
6. ROUGH GRADE SITE.
1. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL.
8- FINAL GRADING.
9. RESTORATION AND STABILIZATION OF DISTURBED AREAS.
10. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR
ri
I � I
I I
IN
I '
I I
W
W
Z
¢ i
W
I
cv co
I
I
30to��
-, r. OI 1
�cv
x Lr)N
I
f
4 Lo
\
E
I
I
I
I
P ^
LCG
% I _LO
s i
j Z w
'-----
=Mir no —IL
\ a o
Q a
---- - \ WW W iY
L C
6 2 a T
. L 1
�H 0�,
4 .
CsRA IN�s I
5T �, \ ! MICHA S. C LEY y
WEIR N No L \ .
D�
\ 'UJET 1' X 2 \ ! �o� 03 i s2 4'
I
I <.7� _ �° STORACsE - ` ~ ! \ SSjONAL
\� `' \ AREA ?
-D.A#
I \_ 50858.6 SQ.\ FT.
1.17 ACRES,ti
I
III tijv
LO
i
Ile
mul
� I
D _
r
Z
i 1 `�
c�
I
ts
Ir
I
RE5PON515LE LAND p15tURHR
NAME: Scott Stickle, P.E.
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THE PARTY RESPONSIBLE FOR
GARBING OUT THE LAND D15rtUR5INCs
ACTIVITY A5 5E? FORTH IN THE PLANS.
SEEDING SCHEDULE
1. TOPSOIL WILL BE SPREAD AT A MINIMUM DEPTH OF 4"
2. PULVERIZED AGRICULTURAL LIMESTONE WILL BE INCORPORATED INTO THE SOIL AT A RATE
OF 92 Ibs. PER 1000 sF (2 TONS PER ACRE).
3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 Ibs. PER 1000 sF (1000 Ibs_ PER ACRE).
4. PERMANENT SEED MIX WILL CONSIST OF 67190 KENTUCKY 31 TALL FESCUE AND 33% RED
CLOVER
5. TEMPORARY SEED MIX WILL CONSIST OF OATS, ABRUZZI RYE OR EQUIVALENT.
6. STRAW MULCH WILL BE APPLIED TO ALL SEEDED AREAS AT A RATE OF 3500 lbs. PER
ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200
GALLONS PER ACRE.
0 10 o 20 40
mmmmmml
-_-_-_-
SCALE: P
0
a
STORAGE
REQUIRED
STORAGE
PROVIDED
WET
WET
DRAINAGE WET
DRY
WET
DRY
OUTLET STORAGE
STORAGE WEIR TOP HEIGHT CREST OF
TRAP " AREA CU. YDS.
CU. YDS.
CU. YDS.
CU. YDS.
HEIGHT DEPTH
DIMENSION LENGTH WIDTH BERM WEIR
DATE: JUNE— 2001
1 I.I-i -18.4
-18.4
98.1
3532
2.0' 2.0'
CAS SHOWN) -1.01' 2.5' 3.0' r055.0
THIS SHEET FOR EROSION AND SEDIMENT CONTROL ONLY!
SCALE: 1" = 20'
DESIGNED BY: MSS
JOB NO. 0518I
SHEET 6 OF 9
C1
- - _
„M- ,.
V,
. t `. .
",
,/� a
I ( t I I 1I / 1, i
I ,� A I I '"� k EROSION/5gDIMENf CONTROL LEGEND ! \ 1 z
l-"
I t Il ° \� !
I I
, I '1a NO. KEY SYM L DESCRIPTION
A 1- ,
._ _._._ _ 4 TEMPORARY GRAVEL CONSTRUCTION
I I I �'. I �� I iI / �� I I 302 � ENTRANCE � q I a I ,
I
i
__._I I i I _ _ _.. - ,--_1-1 t�
f. i I _ _ I I / ,4 305 O )E A SILT FENCE I r I jr ( Y
I
.I I \ I i , " a. 3�l IP STORM DRAIN INLET PROTECTI�IV '� ___.. - .. .-_.m
II I
• I l I r I r 3ID8 0 CI1l VERT INLET PROTECTION I r i I I 0
I
, %\' � i i
TEMPORARY DIVERSION DIKE �� ' i / \ I i a I I
t ,
-
,._,.___.j___._�,______ ---- '1.....1_ I ! j I I 1 L_,r / I i ° 64 3.10 FD F TEMPORARY FILL DIVERSION *+ �
,
iLO
I 3
�, i I , 11 J I I ICO CO
I i1. ^� / / \---"� w `., 1. 3.12 ® DIVERSION I I
,-_-_ �. . M. ,�, a—� O
i _/7 - - \ � s.., r �� ` ;. I 1 , ; `V i 1 j ,..,t' f, " I I t i. ,_ J E , r si ,� ... � °R. «,,..:..:,, ..,».~r.,,... .,.°,,.:», I �2 .-�
t 1 , i =.w s»,.. t C�2
• r• l \�� t Y t t 1' ` 3.13 ST TEMPORARY SEDIMENT TRAP 1 % 1
>. __ _ :.� i i ,�' ry r .,, r it r t .' A ;11 4r l � 318 OUTLET F'ROT TION I OD
�'� ® I 1 1 A
_ i __..1. ( P EC } a Cat
.. ._-___.._..._"_,___-._.___,,, _..- _.._j.-_..... ...._.. _:_-...__. 1 , ' I f �'> I i`1 'Y ,,, �3.,.. k' Y,_. f x'' �'{ '�,.. v{ f „rfrti} t !'. `� "k,, I Q \•� In
Ij { II (� l 1 {320 CHECK DAMS q
• ! i t I a I,—.. _\ � I �, ....:...a.�.»•,a«.-,»Wk......-:,....,.».,,,.s `` ` a ', { �s°� _ ° � �: ; { '� � � � ® —, I,i 1 1 � ��'� 300
� � O
111 I �� ,'� b t pi_ f & �p �Y W l v I I I
�.
L_. ;,. 6j
. f n ... . f " ; r ` t � ` `fib. Y 333 O SODI?ING ,I
:. I I ; ♦ / 1 •.,4 <:", p,I FINE I ! 1� 1.,., ,r 1 .<r ,;.�r � t' ya. a.r ,, l � i , � � � � � Z '�•1" l(i (�i
'a ; , , i
4 *, 338 T E TEGTION
IIIy ., 1�� .r � r O RE PF O .,..-�..�. r �" �- s Y I I r t
7
I / i�`� a; as .x' ✓'�a'C� s, r tUa, L f W N I
('� t\
Q
f T- 33T
\t \� 4 > _.... .. f �: r r ' � f ( 7 k. , " y ® PERi•1AN6NT SEEDING U1
} i �,,, «,,..• ,,,`•,.. I k`,-,•.f,. ..` e, -`i•'" "' ''�,."'r"`� ?" tr+"i v» ,6�,' ,`0''` °^Sr,' - ,,,. ` \ 'a In
..-
-..-_ A I GRADINCs , I ____._ _._�. _. 0 ~--- _., ___, T_ , T4 t fi� va ; ', r r ' ', r' LIMITS OF'GLE RNG F P.
. 2t 1
.l ',t •,,., r,.... '-' ..' ;_...: „ �, i : „s 4,,. ,. �. .'i r^�., r.:. i Y.,, 4.t� ., sd.. t ' ,,..� a. y C�
i
1 r a gim
. - - ._,_. -' ___. _- f i rt t { T.-Y 7 , , Y '� V' '+ 4 'i �' 'f 1 , p , / �'G dx -} 7: r�; r A! '°,,, ® S q v \ Q)
L
,� J ', ,i. ,;L•{ S" i '�,. .. f L". }..fx ,� �'f ,, e ' te. .ii..;(L S ."". '-1 r•, r"r ��i!
1 l .. v t' ' ' v 4 ,I y'' i y 4 Qi �4
i .v. ,+
y wt
w i I !""_ . i' ,1. "�, j;: 'r ' , ,i.-'# ..l''`2.�'l c 6-r t - , I , `4.
I
I r:7` ir"r..va '(r"} r i''' r s i'..is 7"i S -'r ,f df'Y .A' ,�-' ).- '� f., V z,., ,.&` �i'� DRAINAGE ®IVIDES .--, EZ G.
{
CD
11
I Cn \ ,,., �<'-�. Y„_,. i. d; "t s. Y ,,,r 1 t ,} .{, . ': .i • Y,M %''ttt s'"° I ��
eS .. r,n.
i D O I f q ,<5, GiITIGAL ELOPE -CRITICAL ELOPE TO BE SEEDED. MULCHED AND T AC.KED g�
I i 1 I t \` 1.. ,_„� f y t ,,._e z�, p. }, • y ,11 , , WITNM 14 DAYS AFTE START OF GRADING, OR SO�DED AND PEGGED'"WITHIN % ^
; Q I �,;., ,' , -, t,,,.. d;,o-i ..-_.i- 14 DA78 AFTER STA d
D
11
tt1 -. t it
I (P W� / \.� 5,. a I Q) O
_
f ....-� I y i. ._, e j j.
5 a
�. rn I c , Y 7' b '� Li .� ,r , IY' `Y 4 •.,,e •N �'1
k
i
^`
( ') 7 ,,,.. ..% 1_._ I r ,l' ... r:: ..y F �f..,, _ .. 5 ... , - {�,. :x' s � 3• t 3 } py Q)
IId .
I I I � i �'" ' '� 1 d _. f .i r .�„r ^✓ r F:'I ._� > r t!lz >< ,r� `� i t,.+r 'i 'ate �+,
1 .._,_,�, .F ."A it '1, y K , t r'' ^�+( .:'y},-jv,.-. .4f yp
.__ _ ._...,..__.° _,...__..%, _.._..._._. _,..,.,,,,,_, __,._,:___ _:,-,.._..,_,._ I_..__..--..._ — > si i. ' 'r I. v-. p. � .vr �.S F° .:I� 4
h i
^Y F En
.n•- 1 };:... ' �',..� '� .,, e 0 t I-h.."I. ', T ... Y l .'F -! '•'T.. �i Al F::
_ O i . _.._ r s va > u f, j. f. '. r v Y" y t, s ., I 9 W
44
i i T- S o
{{
_.- , .. ,•.- 1 ,.-, '"'-,G , _,r t �,.:' a : , ,.�.., . a_.« y.» ., t .v.. ,, .�., i .,.. ,v( d -.., , .. - ..4 �, '�
,y. �(
,.. ..,, ,,. - , , I �,. r R 7:- ,. �! . ° :`'. .- __..._.._.._, � �' !
r
3 / I I ti� / :. __._. hs >,» , 4Y § . ,« . d . y �,,.,.,. i ;.< y S r I tl f 's y--T
„: . - y -', v. .I,.i. .,, ;...J �i- d r rry } , n C� a .,, ,r+' 1. f c 3 v .R, �•,.r t "'jv.'. Q.. �1 I df I .e i 4'e,� '
_,, } _..
r' '� d` p. l n t1.... f' l'.' i .;;"'t ..:a, {,. 4}.r° Z 1". ...,J A. l ,�a '4' I "i /
,., t k ,� /
"C_ . a 99A
. !jj "O
I i I / % S"a r f A F i t _ 1 'r t e `e .
, 1 ( a �, r i v:, .,-j_"j r ,,,.,�,r '_ t; 1 i t cQ.,, c �, y g H
�},, '..' . r'
= I I d
I I I "+t r I ., ti t' a a' r '{.. s� - , i ...`y¢.. ,_-..._. ro ..� j J
'�Lj
1 f `7 I i
N I ', r " ,T I f
r
`"w «r ,� .. < ,,- .. „ k tir ,, �, t :,,y �,„ , ,...� /__I
s-'`�.t' v i.., 4 .9 r `c ej )d �-,r ,.... b j,. i 1 i IdI I I1 i40 ,� ~"A ^. r e l :«! f,-: t i �i t,J 1>x- t„} ' r y_ J l! I M U1 !p!pI 'ro' dr'''^',(It I k !..' .Y b C ?,r .f r $4�'�, , t `,, , a c f', i' '"•»
! I I I r I ! I ,,,.., _ 'i, . L•- 1. 4 f' ,...., h y. ..,Tr, .a. {'� 4 , , 4„� I
I = : I ,„
{Y i
I I I I ' j .."` '"" "_-, ' .;,, t;t. , ,r,„ N,:,-rl,,, 4 �,e••I, I sa.,,..,.i' j'd ,.;r'� ..;,s r y ` ! Z Z
�_- __ _-_
f w �rY
I I V ^` �°�`� �� . ".1a;( i d; ✓ .� , , I µ r, 3,f k 3 T M r:.. „y vs. ! . f ,— W Z
Y
! 1 1
i I I I —� . ..."" ._ -„( � r ` , _f a'C_ i. , 4 T £ f t' f t F r .. d fi . , a __ , I E
. I I I ._ � � f �, f � a Y {. ! o
I I / r 1 �w
J
1l, _. I}- ..J1_ �' �O•-,. _.._. -«.... _.,,.. .,,......_-.. .�,.^-,,.•-- ___.._ _ 7 ''S..`. �.._ t :A.. d.. t 1 .;n,r'-i Z
.+---,...___ ,- . -_ r I 7L.0l b- ., 1 ,..'" '\` �.yy '- n r �� t F. r p?. — Jr a^'^ \\ F- 1- 6'
ti f } n �. `w., ._.! `k7.__x;'�.-xi"_..SC...x � ,.. -� .e'•___ y: i.- . ... . -�� .. .-_...... _.... ._. _ _....__.. ..._.__..._,__..._.__.. __ ...,.-._ ._.._...___---_.._ , ;7e:,.,_/ = W w
i 3 �i'NE ,c. ~^. r ._ -_..____._._,�. _ ,. _,_, .- ..--_._ __. _ - .... ... _ - '` `� � I 1 0 0 3 3
5
{ ^9 _. U U w w
i �� -
1 4.." 1:- r---__—_— CaBfl✓ _ _ �. _ .__ ___ _� _ _ —a - �.... I .,.__ _.....,_.. d.,.. >rt R ik
ti� R LLI
i w
y k
r } -
Q
j _ .\
ia1Z
!--- _
» 40
r'9,®ddl 1 ' I i •"*. 4,,,,, ,+.:.,. •." °'. 'C Q •`•/ _.....__ '—_ __....__.�_._.. _,.._.-_ _____--..._..- __..._ -� A A
I
i , 1 i I q. I I. _ _.. �w w
i
1 , i I \ I — 1__..____. ._.._....___.__._. \ "°^+., `' +- 4 I
l7
Y
,
, � 1 ____- .__..______..
I 1-1
i ( ( 1
I
,. ' . I i 3 f ' ri ' , \ 1 " \ \ — "a ^ .,„ „�, I I I I r � h 1 "' \
I /��,,�
" ' \I
1 _ �ti `� "4±,4 \ \ ,.I r . e - I '<./r*+fp( G '\ E+ r n r N
. ! i I t------------' I FOR i� ,
�� /
' Y I I I II It ,� /I f j% r `r` "'r,, f / , \ \ \ j fl ,\ 1 -..�� 1 °�..: ». + .,4, 1 \ /•� v
1 \,
II �� G = �.9Cd , ", A \ \ A " ", " rl I A1
- I � �) N
'� : , I I I I I � ,,f11S� �,, .11 1-1 INUR ob
I,, �1r1 I
I
r v r.
11
- ,
,,1
I a
i I I ; �. ; , SPRUCE - � o, — '` I . _ \
.,
�'
I
3,
1 .,. , I I I I I j � IC S. EY
j
7a ; i � � �•h �w M , HAE
I
I
n _ IM.
%I
I - -.� „_ w \_1 L N E No.
i
I
}j �'� I 031162 �
b I (T1 N i ' I I ..,,, �."43 `'"^. - _h I I j .,� ''*w, i "t
. I I I II`;I f ,� 9m A- m 2m A i \ �sS
/ - � i
-
_ ._-.--________ _____-__ _ J I -�_ � 4 I )I i i '°' ZONAL
L
Ill,
I
1
I
- . I ,, . c
,
f -� I .4 I I
. , {
°
1.
I "' i .
;.
'i V` ,1
�\ " ,..
/ iIF, \; %�., V& ,
,, � ,
_.y f ",,Ii
t I -.1 ....___ _ ._-._ , _ ,,
I
;.,
, a-
" q
1 1 / i I , m o ram,--. .a R a , "ate« :.- + . wm a c,Mo a. a: r , '.a I
r/ i `
d \ .. _ .
1 I ... _ . -.,_. ,. , ._ ....._ .._ ..__ _.._. .. _ ,._µ- __.,. _ .. _ -
-, \� I I , 1 r ., ;., i t l° r,�.:. � i. ,,- ,�._,..',:_.. w... "r-'" Y:._.. e: � -,,. .. i ., I , ..4 �:.,, , �
g_.____
I ( 1 - _ .-,___------ , F P: I JI I ! I \ i }« i I 1 i I. _ _ _.. _,... .._ a ,, a
j
.,
i
" ti t
I , I \ �$ , I f 7 • -" J C"" :.! l` i y, 1, I ij , : I LOT
I � vJ
i
,..-. / .... 1 j VLO
i v '_ ,' t ! x/: 1, a i , L I > I k I ! a,« I d5 OP �`
a I criI I — 1i I I ' f--- 1 1' i GIP
1
r "I
I sPRU E i I « I'
I >F
I I
I ,, `, _ _ ., . _ __ . • v _.,
I e-
11 1
E V ! �" -,,'1 `. �- \ 1 S I ° i �, w '
- ,.
,� `__> a -
I h
�.
-
y ,
1 f
i _ _ 1 _.... 1 - o ! i x
i _ I I
- I ,
``-1 I i \e \-�
11
,
< `1 ✓ ri 1 "I "_. "walk- = \ �
_. I . r' ,
11
' , \I\-C aeo `
I
I Pr-'- .� 1 i 11. w _
\ E -I
jJ '1
i
I ,
C „ _.'
111.
` �__.__ _ _.__ __
_ I1��
_ ._
l
y _
-, -
d _ .._ -- .__,_P40UTE low () w F:)4
_ ___ ____ __ ___ ____�_� -. I
_ :�,�
r. ._ .,.._ __.,_.__.,_.«____. ____., ,, _
` i i'
__ �. _
—t_� r�4 �4
L�
/ ;1�___.,_'___'j---._ ___ . _�_-_.,_ -T / , I I .___ .I- .6- __
,_ 1
✓ /_
_.._. �P .
-:.'"
_� , :��( �Z— 1� I 11__
I^8 W'
.+ ...e,�,..-
- c�
-pq -
�`1 ( -
,ti
LCG
11.
1 <, I I _.,�
< l i '' c <, �
s
Z�
1 11 ( �� l \ �cwJ 1--
{^`.°'.^•••w_.... ».._.,..::a_,._ �.v._ _ v` .._„_..._ %.. _..f .._.._.._...... _--._.. ,.,�t _.._.. _______ .. _ i -......
w^^ :s__. _ __-__ �� '�'T.. �� „,��—� ��� �� vim '\, ems..; n,.^`--`''"".'�.. v < 1��
=rf
I I .. �„, —I _ _.
•, t __ pa
_ -_ _
».. - .._. _ ._
.
r
_
_ 3
`� _
_ � Q
i .�
In
,� ____ __-_----«.-_.__ ___...._. ___,__ ____"N. ______ __-_..-_._-.- -_._-. __--_---_ . _,------- _____ .-___.__ ,_-_-__ _-__ -___._. ,�_ _.___ _^,-__ _ . LGGz _ � f��':I ,
_ i ___-_ _.____ .___.-___ _.__._- ______ __,_ ____. ______ ______ __ - 1 w!
I , _
�,,r'"°
t '- ` \ f — , � i J*
\ \ `» 1. ,t '' 1 f w
I
1 f f It
ti I k'
( �, p h
i �� J
_ „-
• i `
L
f
__ _.--- -__,---_ _.-_.__ _.-- ___ _._, .. �_..__-. __ _ _._ _ ._ ._.__ _ ..._ - __ _ _...... _
f "� ''. �' I i L_ \1. 'k , I Di' DE DR 1rE R
H
,.
60 RIGHT-OF-WAY .! •� • �
_
1 1 .r
D B. 895 PG. 10i -�
! ,, _ 1 '._11-
POST SPEED 35 M.P.N. ._r.:,_ ._-�.... _�-�(`.. ,.,. -"' ._
t
7 �"
, _ _ ___.
, __-- > _
` � ,I ti / i I j I _ _ ___ -__ _ . _.. _._.__ ___._ _ __ . _ _.___.. _._____ .__. __..__ ____-. _ _ .___ _ ___-.._ _. _ _ _ _ _ ______,w . _- - - _ ;_ _p �'_ — ,- \ I _ _ ! -r = , � �-�-
. A \ - - - - _.__ _ _
_,_
E... �_ _ __ �____-_ ____ _ ____.. _�__� _____. _ _. _ __ -. _,__ _
I 4, il 11� "'
(k,
r1a I t I 1 i,. /,,", ,'" �� ( L.� -r IF �-� .� -� -,,/` 1_, "' ,• 1. DATE: JUNE-2001
��,,
.. f
r
I, �I r �, 1 / .,., �,r-,>`'� / P,...._., -w,... , SCALE: 1" = 20'
' 6- I i I
I I # I `'\ �`�, i .-_ _-__.,-_ 20 lm m 20 40 �, " ",,`� <f DESIGNED BY: MSS
' f j /�`�` j�� %� I j� j� �'�' I j� 1�
�__
!I I 1 `�' rr�// j 1 ,... _..-..� SCALE: I" = 2(d' �'' w _ `` `� �� l r k� � "rj,,l 5 5HEET F, R RO51 O `� _ y_AND__ v "" D iMEt' T_..�_
_ �OI `1 I 'ROL ONLY!
L I I JOB N0. 0518I
-,
I I / I /''1 _� ,.,, ,� ", /:�---\,_,\> `'
.1 I
,�,
.-,_, .
SHEET 7 OF 9
6
i
1
' f
SET TREE LEVEL AND PLUMB --STRAIGHTEN
I
ii
AFTER SETTLEMENT IF REQUIRED. SET TREE
WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED
GRADE
I
E
I 1
ENCASE WIRE AROUND TRUNCK IN BLACK
HOSE. SECURE AT
II!
RUBBER HEIGHT ABOVE
FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE
j
REMOVE TOP 1/3 OF BURLAP AND CUT ROPE
1
AND/OR REMOVE WIRE BASKET FROM BALL
UY WIRE "12 GAUGE
4(
2" DOUBLE SHREDDED HARDWOOD
O
3" SOIL SAUCER
e M
D O
3 STAKES
I
n !
-I
IEd,
I
II_III_ III
�13ACKFILL
LIGHTLY COMPACTED SETTLING MOUND
I D
M
r-
-
SUBGRADE
!
I
13
TYPICAL PLANTING DETAIL-- EVERGREEN TREES
a
(NOT TO SCALE)
f
I r t
RUBBER HOSE
GUY WIRE 012 GAUGE
TURNBUCKLE
TREE WRAP WITH 50% OVERLAP
FLAGGING TAPE ON EACH WIRE
2" DOUBLE SHREDDED HARDWOOD
MULCH/3" SAUCER. PLACE TOP 1/8"OF
ROOTBALL ABOVE FINISH GRADE
3 STAKES
BACKFILL
ROOTBALL-REMOVE TOP 1/3 OF
BURLAP AND CUT ROPE AND/OR
REMOVE WIRE BASKET FROM BALL
LIGHTLY COMPACTED SETTLING tlOUND
TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER
novel (NOT TO SCALE)
SYM.
BOTANICAL NAME
COMMON NAME
SIZE (HEIGHT)
QUANTITY
REMARKS
AB
Acer buergerianum
TRIDENT
6'-I' PT.
I
_
MAPLE
AS
��
Acer saccharum
SUGAR MAPLE
2" CAL
4
TC
Tilia cordata
LITTLE LEAF
LINDEN
2" CAL
15
TM
Tans x media 'Densirormis'
DEN5IF ORMIS
3' PT.
15
3' O.C.
YELU
THIS SHEET FOR LANED5CAPING ONLY
F-
z
' 3k\ w
0
\ ❑
I v
2
—r ! L7
z
z �
a A- , W z z
t E
Q
} ❑ J
U CL - \ O ❑
H r U
Y) r
Z Z W Z W
iJ a o 3 z 3
..___- ._._......_..._....__. _..{....._..____..__ .___..._. .._.. l U U W Z W
Q !/)
w Q �... W W x 2 f
¢ ¢ v) a 0
{ ` w w w w w
w w W W w
(ll (U (U N N
7 O I (S] o 0 0 C:)
E- v
(L
p,L TH
i
� MICHA�E � �
,� LIC NSE No.
" . ' O 031 162
- 1
I
LO
"`
p
Tc
_.
- _
r
J_
r /
S
Ii
dRpot U
i a1�EX �48 ` I AS �� 1, EX. I' . ..m.. y,l _-. _.. �. --- �� r-�
I
1
w
s
__ w
---- -------
IN1PENDNC PRIVE Rt.
60' RIGHT-OF-WAY
i POSTED SPEED 35 M.P.H.--
_
f-.d'',�.� -Y/�- ^aft � f-•Ji.'...- � \ � � � � �1 � J I } .ram ,,..... ...._. .....- ......
~ II , -'� �� `✓ I �. .f' rr - A - _ _ _ _ ._ _ DATE: JUNE .. 2001
SCALE: 1" — 20'
20 10 O 20 40
> ' DESIGNED BY: MSS
SCALE: 1" = 20' 4
JOB NO. 0518I
N
I
SHEET 8 OF 9
STONE/ /ENTRANCE
E)MAC
PAVMENr
.
1=11=11=11=11=11 II • � :� ♦ ♦ ♦: ♦r:• � �<�r.� ♦r• ♦ .�:� ♦r� �,;�
-
FXTE.
♦ • � �
.
I'
, • • a.
.r•�
_�r•�r
i:�r�r�r•
•
...f2, UN.........vasw
\..
\:
MOOT If
-POSTTNE
'COURSE
AGGRErATE B TO
AKA'
'
XIES ;.
.•, ,12'
ARM
1=11=I1r�:•� •• •• •• •• •� •� •� •� •• •�.•�.•�.•�.•.
REIMORCIED CONCRETE J GRAIN SRACE-
SECTION B-B
SOURCE.A6b PU fro,fT 1983111aryland Standards for Sal erosion and Sedment Control, and Va- 05W Plate J02-1
CONSTRUCTION
OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4'X4'
TRENCH UPSLOPE ALONG THE LINE
2. STAPLE WIRE FENCING TO THE POSTS.
OF POSTS-
FLOW III
III
4
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
9
�
IIII
�+ �•�
IIII
FL O A' �
-
III
I
=III
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FABRIC
;FILTER
sx�
�}
WIRE
SOURCE: Adapted from Installation of Straw and Fabric
biwood t V
Filter Barriers for Sediment Contrnl,
PIATE. 3.05-1
ONSITE T"rFICAL F)4vEMENT SECTION
NOT TO SCALE
PARKING 5TALL5
2" SM - 2 A SURFACE COURSE
6" SUBBASE VDOT STD. GR-21A
.11 I-1 I I-1 I I-1 I MI 11=I I I-1 11=1 11=1 11= COMPACTED 5UBGRADE
I -III -I I I_I I I-III-1 I I_I I I-1 1_I I-i (COMPACTED TO 95go DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-1 METHOD)
PAVEMENT DE51GN BASED ON A SUBGRADE CBR DESIGN VALUE OF fo. 501L TEST
OF THE 5UBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
Ot-pvmt2
ON5 I TE T rF I CAL FAVE1`1ENT SECT 1 ON
NOT TO SCALE
TRAVEL LANES
1.5" SM-2A SURFACE COURSE
3" 5M-2 BASE COURSE
8" SUBBASE VDOT 5TD. GR-21A
11 II � II I II � I I I I I E II 11 I I I I- I I I M-1 I M-1 I I J I I -: COMPACTED 5UBGRADE
(COMPACTED TO 95% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-I METHOD)
PAVEMENT DE51GN BASED ON A SUBGRADE CBR DE51GN VALVE OF 6. SOIL TEST
OF THE 5UBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
Dt-pvmt3
spe Ts :ptgot sLw zs g,rgot ay R
by 4r t,.w 6�rAl 21�t�
2'
bettor peg
` 3' mhhNen
2, q�reted
35 8 x4'flttblq• �p
9-keW bea *x w�d°et
Plop r
Owl -T
cow
tr 6�Pe>�t� �
$ 4" pfoe at 2,00%
mhin pvde
GRAVITY SEWER SERVICE LATERAL
Figure 15
TEMPORARY SEDIMENT TRAP
VI VARIABLE*
ORIGINAL VARIABLE
GROUND
ELEV. 1.0'
67 CU. YD./ACRE
a VARIABLE
N �
67 CU. YD./ACRE
4' MAX.
(EXCAVATED)
FILTER CLOTH ORIGINAL
GROUND
ELEV.
*SEE PLATE 3.13-1 COARSE AGGREGATE** CLASS I RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP
LENGTH (IN FEET) _
ilk-(INXADRAINAGE AREA
DIVERSION
DIKE
COARSE AGGREGATE
EXCAVATED ( / FILTER CLOTH / �\
AREA sir
..COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5
OUTLET (PERSPECTIVE VIEW)
SOURCE: VA. DSWC PLATE. 3.13-2
CG-12B
"4g CROSSWALK
\ - �'r-ta•
t12:1) 4
PERMISSIBLE
7'-10' S'-0' 7'-10- CONSTRUCTION JOINT
.. g
L° CROSSWALK
a�I TANGENT PLAN TYPICAL PLACEMENT
AT INTERSECTION
® 7" "''� SID• WITHIN CROSSWALK
CG-3 CC-7 IS USED
5•-0'
NOTES:T�M DESIGN INCORPORATES _
_ ..®. STp ;,Q� 2 DIMENSIONS. PLACEMENT OF ADRAINAGE STRUCTURAT ES IS CRITICAL
OF TWO SLOPING 90E5 WITH 60• X 80• MINIMUM
&Mbp62 a - OR OP CURB RAMP FLOOR TD BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL
2a:1 •--� DETECTABLE WARNMRG SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE
-- t-•.t�.- _ : PRECAST OR CAST IN PUCE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE
1 -� = - • "�- 17 ` FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1.
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING
PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
SECTION A -A IF RANK FLOOR MS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED
15 DOWELS, B' LONG SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL
3 12• C-C BE CLASS A-4.
LOPE 12:1 I /- PERARSSIBIE REOIIIRED BARS ARE TO BE N0. 5 X e• PACED 1' CLARET TO CENTER AMONG BOTH SIDES OF THE RAMP
MAXI.RIM / CONST. JOINT FLOOR. MID -DEPTH OF RAID FLOOR. MINIMUM CONCRETE COVER 1 1/2-.
CURB RAMPS WILL BE MEASURED AND PAD FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT
•-�:� - 4 .. ` CURB cowwrE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, am-LETS-m-PU1cE
I - CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT
SECTION B-B FOR CZ/CURB AHD GUTTER.
WHEN USED IN CONJUNCTION WITH STANDARD CC-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS
TO BE ADJUSTED TO LATCH THE MOUNTABLE CURB AND CONFIGURATION.
LIMITS OF EXPOSED AGGREGATE SIDEWALK CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER-
- THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE WITHIN THE RIGHT OF
WAY OF A HIGHWAY FAC11urY CROSSES A CURB REGARDIiSS OF WHETHER SIDEWALKIS EXISTING,
® ACCESSIB& ROUTE IS DEFINED AS A CONTINUOUS PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS
UNOBSTTROCTED STABLE, FIRM AND SUP RESISTANT OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEMIND VEHICLE STOP LINES.
PATH BAN IC1MO ALL .GUESS ELEMENTS OF A EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC- WILL ALSO AFFECT PLACEMENT.
FFUSED ACI , PER 0 5 WITH IMPAIRMENTS.
�
' "°" PARALLEL CURB RAMP
1 (ACCESS FOR MOBILITY IMPAIRMENTS)
VIRGINIA DEPARTMENT OF TRANSPORTATION 20J.05
i
Dt-dumppad
WIRE MESH REINFORCING V.D.O.T_
ROAD AND BRIDGE STANDARDS SECTION 301.04
CLA55 A-3 CONCRETE
Io M' BASE 2 I - A
COMPACTED SUBGRADE
(COMPACTED TO 95go DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT VTM-1 METHOD)
TR,45� E)1.���STER FA�
(NOT TO SCALE)
6" dia. schedl
steel pipe fille
concrete and
yellow
18' dia.
concrete
encoseme
FIRE HYDRANT ASSEMBLY
Figure 9
METER BOX and COVER
METER SIZE
METER BOX
METER BOX COVER
5/8"x3/4" or 3/4
18 in. Dia.
Non -Traffic
M32C-PW
Traffic
A32HH - T
1"
24 in. Dia.
Non -Traffic
MC-30 (Frame) WITH RML-1-T (Top Lid)
Traffic
MC-30 (Frame) WITH RML-12-T (Top Lid)
corporation
stop
varies as required
3" stone bedding
surrounding box
1" 36"
type K copper 1
tubing, continuous
without pints from
main �o meter -
treated 2"x 4" with
top 6 pointed blue
meter cover
set 2" move
tin. grade prior 18"
to sodding
)y F.C.S.
- meter box
anglI 1check valve
with drain valve
yoke
calve Ll
water main � 5 - stone bedding ' '
METER SETTING PARTS
line
size
meter
size
y°ke
an le yoke
ball valve
angle check
valve
expansion
wheel
1"
5/8"x3/4
Y502
BA94-224W
HHCA91-323-TV
& C84-34
EC-23
1"
3/4"
Y503
BA91 323W
HHCA9t 323 N
1"
curb & gutter
Street
EC-23
& C84-34 & C84-34
1" Y504 BA94-444W HHCA94-444-TV EC-4
M 1
INSTALLATION NOTES:
1. Exact location of meter box assembly '�
to be approved prior to installation.
2. Water service crossing street shall be
encased in 3" dia. SCH40 PVC or M
SDR21 piping. The piping shall run from
one foot beyond sidewalk, across the
_� sidewalk �__
t/ype
s
====coPPe►=-
;
street, to one foot beyond sidewalk.
1" X 1" TEE (T444-444)
DUAL METER INSTALLATION
5/8"x3/4", 3/4" & 1 " METER INSTALLATION
Figure 5
4" REINFORCED CONCRETE
3000 PSI
4" SUBBASE (21-A STONE)
WIDTH VARIES
SEE 51TE PLAN -
1/4" = 1'
-
11:° --vA"
-
'Y A
Aa
COMPACTED 5UBGRADE
(135% DENSITY)
CONCRETE S1I)EUJr4LK DETA41L
(NOT TO SCALE)
concsw
7
2
1,-6"
�-3
DETAIL
Istallation
sq. x 6' deep
locator peg
rchanical joint
ivel tee with
branch
O.D
8"
stone
(eneral bockfill
see note)
:kfill
concrete
select backfill 24" select backfill
e note) (see note)
O.D. 6"
112 O.D.
i" 6"
---- - stone
STANDARD CONCRETE ARCH
general backfill
t" select backfill
ee note)
6" C
1/2 O.D.
CONCRETE CRADLE CONCRETE ENCASEMENT
NOTE: To be compacted to 95% of ASTM D698 maximum density.
TRENCH & BEDDING
Figure 1
select backfill
note)
TEMPORARY DIVERSION DIKE
SOURCE: VA. DSWC
Compacted Soil
PLATE 3.09-1
SILT FENCE CULVERT INLET
PROTECTION
DISTANCE IS 6' MINIMUM IF FLOW
IS TOWARD EMBANKMENT
FLOW
OPTIONAL STONE COMBINATION
- 1.0• 1.5'
FLOW
2.5'
•VDOT NJ, 0357. #5, #56 OR 157 COARSE AGGREGATE CLASS I TIPTOP
TO REPLACE SILT FENCE IN " HORSESHOE • WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn Per Acre
- Commercial or Residential 200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue 90-100%
- Improved Perennial Ryegross * 0-10%
- Kentucky Bluegrass 0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia. 125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue 128 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop** 20 lbs.
150 lbs
Low -Maintenance Slope (Steeper than 3: 1)
- Kentucky 31 Fescue 108 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop** 20 lbs.
- Crownvetch *** 20 lbs.
150 lbs
* Perennial Ryegross will germinate faster and at lower soil
temperatures than fescue, thereby providing cover and erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding dates as
stated below:
March, April through May 15th Annual Rye
May 16th through August 15th Foxtail Millet
August 16th through Sept.,Oct. Annual Rye
November through February Winter Rye
*** If Flatpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegross may also be
included in any slope or low-maintance mixtures during warmer
seeding periods; add 10-20 lbs/acre in mixes.
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting
Dates
Species
(lbs./acre)
Sept. 1 -
Feb. 15
50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
&
50 - 100
Cereal (Winter) Rye
(Secal cereole)
Feb. 16
- Apr. 30
Anual Ryegross
60 - 100
(Lolttum multi-florum)
May 1 -
Aug. 31
German Millet
50
(Setario italics)
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1/4" soil cover.
0
Z
cc
W
z
0
Z
W
o
co
CV
u7
Do
Q) It
� co
40
I 0)
Z
x
't I
LO �
W
)
LO
u'
U
a
U
Lo
.�-I
E-F fS,
O�
A
V3
CO)
U
U
O
�
W
U)
0
(n
z
W
g
O
�
z
U
cD
z
z
0
w
�Q
Z
z
oa
>
z
z
(�
N
W
0
U
0
U
W
11
w
D_
Q
Q
0
0
w
o-
Ld
IY
Q
rn
rn
�p,LTH 4�
G
ICHAEE• S. C EY
2.0
LIC No.
O 031162
C3
SSjONAL
C)
LO
z,
I�
a
F-I
U �
E-
w
Qz
O
U
�
W
MIIIIIIIIIIII� Z
M�yD•�
L•+-1
U W
W
Wl
U)
W
DATE: JUNE - 2001
SCALE: NA
DESIGNED BY: - MSS
FILE NO. 0518I
SHEET 9 OF 9
f�
0