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GENERAL NOTES
VD0T GENERAL NOTES
LEGEND
VICINITY MAP
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SCALE 1 2000'
EXISTING INTERMEDIATE CONTOUR- - -
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1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Vl.
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR
330
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County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
40
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and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
IX E/P
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT
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must be provided prior to issuance of the site development permit. The approval of these plans in no way
plans, the most stringent shall govern.
PROP E/P
SID
relieves the developer or his agent of: the responsibilities contained in the Virginia Erosion and Sediment
PROPOSED EDGE OF PAVEMENT
LAKEVIEW ESTATES G
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
- -
EXISTING CURB AND GUTTER - -
- IX C&G - - -
- - - - - -
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3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & Regulations..
PROP C&G
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
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4.
Approval this does issuance by VDOT is
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
CG-6
CG-6R
WAKELAND N
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of plan not guarantee of an entrance permit when such permit
shall be in accordance with the current edition of VDOT's work area protection manual.
TRANSITION FROM CG-6 TO CG-6R, _
=Y = _ =
MANOR
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required under State law.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
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5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE
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to 0
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE T
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1pc ACRES Rte 642
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(MOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
"
EX. 15 RCP
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
be subject to change as deemed necessary b VDOT.
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EXISTING STORM SEWER
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROPOSED STORM SEWER
PROP. 15 RCP
642
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V5.
Prior to initiation. of work, Contractor shall be responsible for acquiring all necessary VDOT
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6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
land use permits for an work on VDOT right-of-way.
P yEXISTING
4
P. to
representative of the developer must be available at all times.
SANITARY SEWER
FREDERICK wI1E PIN 75-A-10
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7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6.
If required by the local VDOT Residency Office, a preconstruction conference must be
PROPOSED SANITARY SEWER
13
VILLAGE wm
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Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE
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contractor, various County agencies, utility companies and VDOT prior to initiation of work.
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
PROPOSED ELECTRIC SERVICE
SITE
a) 0
9.
All the based CBR 6. CBR less
any undetermined) length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE
b
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pavement sections on approved plans are on a minimum value of values
inspection.
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than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
PROPOSED GAS LINE G
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10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
PROJECT INFORMA TION
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on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
PROPERTY LINE
- -
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
FLOW LINE .,._ ... ... _ ... ... -
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
Furthermore, access to other properties affected by this project shall be maintained
PARCEL IDENTIFICATION PARCEL AREA CURRENT ZONING CURRENT USE
be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
FENCE LINE
* *
TM 75-( A))-104D 12.36 ACRES RP VACANT
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
� pp
TM 75-((3))-�1)-1A thru 9B 8.06 ACRES RP VACANT
one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
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and at the end of construction.
EXISTING TELEPHONE POLE
TP
"NOTE: PARCEL AREA SHOWN IS TAKEN FROM THE FINAL SUBDIVISION PLAT OF A PORTION OF
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
EXISTING WATERLINE W/ TEE a
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THE LAND OF JASBO, INC, RECORDED IN DEED BOOK 919, AT PAGE 1746.
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enteringpublic streets, and it is the contractors responsibility to clean streets, ells dust, and to take
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V10.
All water and severer lines within existing or proposed VDOT right-of-way are to have
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whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
PROPOSED WATERLINE W/ TEE -�v
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BUILDING HEIGHT
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condition at all times.
SETBACKS DUPLEX MULTIPLEX
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14.
Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V11.
An unusual subsurface conditions encountered during the course of construction shall be
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PROPOSED FIRE HYDRANT
FH
25' 35' MAXIMUM: 35'
SIDE 10'(1 SIDE) 15' PROPOSED: 20'
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sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
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REAR 25' 25'
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sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE v
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15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
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standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
prior to placement of fill.
EXISTING REDUCER
IMPERVIOUS COVER RATIO (Multiplex Only)
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
PROPOSED REDUCER
MAXIMUM: 50%
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
MAXIMUM PROPOSED: 25%
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
STOP SIGN
utility verification and the proposed construction.
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
VEHICLES PER DAY COUNT
100
DIMENSIONAL REQUIREMENTS (2 Bedroom Units)
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
performed by a qualified independent agency shall be conducted as required in the VDOT
PROPOSED STREET NAME SIGN
+
00
00
00
00
result of his construction project within or contiguous to the existing right-of-way.
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
PROPOSED SANITARY LATERAL CLEANOUT
Min. Lot Area Min. Lot Area Ave. Lot Area Ave. Lot Area
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
final VDOT approval.
Per Unit (Required) Per Unit (Provided) Per Unit (Required) Per Unit (Provided) Parkin Required
4 ) ( ( q ( 9F
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C)K)
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must be provided to Frederick County prior to issuance of grading and/or site development permits.
V14.
SANITARY MANHOLE IDENTIFIER
12
DUPLEX 5000 SF 5122 SF 5500 SF 7235 SF 2.25
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VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
a)and
further where determined necessary by VDOT Inspector.
MULTIPLEX 2750 SF 4254 SF 2900 SF 7224 SF 2.25
19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
STORM DRAIN STRUCTURE IDENTIFIER
6
project. The relocation should be done prior to construction.
V15.
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.
_
CEMENT LINE
_ _
L 0 T USE TABULATION
20.
These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected
in accordance with state law. In the event grave sites are discovered during construction, the owner and
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
CENTERLINE
-
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior G.o
12.0
LOT GROUP # DUPLEX_ MULTIPLEX LOT GROUP # DUPLEX MULTIPLEX
acceptance of work. Unit and total prices may be obscured.
EXISTING SPOT ELEVATION
1 X - 12 X -
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.
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED SPOT ELEVATION
715 3
2 X - 13 X -
X 14 X -
3 -
22.
" "
Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard
markings must bie installed by the developer or, at VDOT's discretion, by VDOT on an
EXISTING TREE DRIP LINE
4 X - 15 X -
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
5 X - 16 X -
professional engineer and results submitted to Frederick County prior to pavement construction. If a
V18.
Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
EXISTING TREE a
41
6 X - 17 X -
7 X 18 X
geotechnical report has been prepared, it should supersede the requirements in this note.
15" OAK 15" PINE
_
8 X 19 X
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
9 X - 20 - X
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
PROPOSED TREE
�RNi� RED MAPLE
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10 X - 21 X _
11 X - 22 X
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of excavation or demolition. Names and telephone numbers of the operators of underground utility lines
23 X -
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
HANDICAP RAMP (CG-12)
®
24 X -
10.4
DENOTES LOCATION OF STD VDOT
TOTALS 22 2
UTILITY CONTACTS
FIRE MARSHAL'S NOTE
CG-12 ANRAMP D OR JURISDICTIONAL
STANDARD °� N
PARKING TABULATION
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PARKING INDICATOR
INDICATES THE NUMBER OF
A
TOTAL PARKING REQUIRED: 50 UNITS X 2.25 = 113 SPACES
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Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power
Fire lane markings and si na e:
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TYPICAL PARKING SPACES
PARKING PROVIDED:
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P.O. Box 1877 P.O. Box 1458
"No
1 Space in Garage = 50
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Winchester, VA. 22604 Hagerstown, MD 21741
Any Parking" Signs and yellow painted curb and fire lane
Single Space in Garage = 26
.-�
540 868-1061 1-800-654-3317
( )
locations
to be installed under the direction of the Fire Marshals office.
SEAL
Second Space in D W = 50
P /
Telephone: Bell -Atlantic Gas: Shenandoah Gas Co.
TOTAL PROVIDED = 126 Spaces
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P.O. Box 17398 P.O. Box 2400
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1297 VA 22604
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( Ol) 954-6 82 (540) 869r�1 11
PROFESSIONAL
SEAL &SIGNATURE
_
AREA TABULATION � , _-F, a �`� �
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HANDICAPPED PARKING NOTE
MISS UTILITY 1-800-257-7777
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U MARK D. SMITH 9 THESE PLANS
ARE IN CONFORMANCE WITH
TOTAL AREA OF LOTS: 8.6263 ACRES
TOTAL OPEN SPACE: 3.3326 ACRES
FCSA CONSTRUCTION NOTES
N0.022837 FREDERICK COUNTY STANDARDS AND
O �i1 ORDINANCES. ANY DEVIATION OR CHANGE
RIGHT OF WAY (Sec. 1) 2.2320 ACRES
TOTAL SECTION ONE AREA: 14.1909 ACRES _EPT�
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Handicapped parking spaces and aisles shall slope
p�
6 IN THESE PLANS
SHALL BE APPROVED BY
OF P{APOIIR,r`;�cvc:I CDMEINI
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no greater than 2% in all directions.
SIoNA`L THE DIRECTOR
OF PLANNING PRIOR TO
RIGHT OF WAY (Adj. B-2) 0.2291 ACRES
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1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET
CONSTRUCTION.
TO-rAL DEVELOPMENT AREA: 14.4200 ACRES
ALL
REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
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2. THE
CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
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3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR.
SHEET INDEX
COVER SHEET
�D
4. THE
SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH
TRIP CENERA TION DATA
Project Name:
2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME 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
AUTUMN GLEN SECTION 0 N E
CLASS
USE
PER PERSON
NO. EMPLOYEES
TRIP RATE
VPD
BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER
Owner. Address, Including Zip Code & Telephone No.
BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE
COVER SHT 1
METER BOX ASSEMBLY INSTALLED CORRECTLY.
253
ELDERLY
52
3.48
4.0
208
AUTUMN WOODS, LLC 178 IMBODEN DRIVE
5. FOR
WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
HOUSING
GRADING PLAN
2
C/O D & M MECHANICAL CONTRACTORS, INC. WINCHESTER, VA 22603
A.
THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN
(ATTACHED)
PHONE: (540)-665-0802
B.
APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
GRADING PLAN
3
Developer: Address, Including Zip Code & Telephone No.
p 9 P P
C.
FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY
LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER.
PROFILES
4
SAME A S ABOVE SAME AS ABOVE
D.
THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
• TAKEN FROM
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
ITE TRIP
GENERATION,
PROFILES
5
Engineer Certifying Plan: Address, Including Zip Code &Telephone No.
A.
THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
PROFILES & DETAILS
6
B.
THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3)
6th EDITION
WA Y
MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED.
G R E E N 151 WINDY HILL LANE
7. THE
CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
EROSION CONTROL
7
ER, jIRGINIA 22602
ENGINEERING PHONE: WINCHEST540 662-4185
DATE: 5/13/98
8. ANY
WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED,
DETAILS
8
APPROVAL
SCALE:
N/A
INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED.
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F-MAE SITE PLAN
LfhwscfiPF pc.-w 9A
9. ALL
FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW
APPROVED
ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED.
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FREDERICK OUNTY SUBDIVISION ADMINISTRATOR D TE
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DESIGNED
BY:
CB/KP
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FREDER CO TY ZONING ADMINI RATOR DATE
FILE NO.
2085
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL
* SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FRED. CO. SANITATION AUTHORITY APPROVAL
SHEET
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SKEIN ROAD 642 ROUTE C)
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1000*'*---- anow- See \100-T"'F1Sn:k #'36542-05 �-218
Posted 55 MPH
ca 200 Taper Ex-EP uj 01
Ex 150 Turn Lone
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R.575.(:70 -111111111 to 'fo Tle. to Isting cQ
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Ex IJhdercjrouodW 11-4
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Electtreel
Eawmeint Light E�k 1!5' 6 4 P Teloolone CO
--k PAR -,EL 'A"�*`,
5PAC E 99,
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JASOO, INC. f 0 j�
PE3 (954' P. 4qq --bO' ROAD EFFICIENCY bOFFE Ex 20'Son SeKe 1-4 E-
ffinsement Ex 0Vnd
QQ 824 P& 1456 2 Telephone
STORM le
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USE: VAGANT .. \� , - --" Li o> r/� V�
StreetrStop (L) 0
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m7+77 3+ sew. +01. 0' Storm DralnaqtTz�� 7L
Easement
: ERL LOT 35 16
25' LOT 3A
LOT 46 04- 4522' -01 2A -7-
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iOT -N REIT Sl&N5 SHALL BE
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I .:• Construction of 51dev4alk Within
R=53o (no 4- 2 Zone Shall Be Coordinated
N (:4 -1-f '521#
Vilth Futvre B-2 Development.
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Typ.
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ent ST SEYER `e/�, S
V TEMPORARY DRAINAGE 5V4ALE
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� Q unit U.5.P.5. = ry o - O . ��
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NConc Bas LOT 5A
0 Spill 115.00
'716 20
LOT 1-1 llc144' Cu in this
1�1 LOT 1A Re n radius
U) X cl (C�
(ell 5465' 1
10 A- W
Lu q) ry
4 101
JASBC� I NG.
-7A -7E3
q) ?!>� (?� I - SLOPE 1.1%
P N = 0.035
(0 PE3 654, F& 4c[q
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0,0 = 4cl.60 CF5 G� = 36.5 CF5
LOT 01 0 0B (524 1 0& 145( V10 = 3.61 FPS \6 = 5.34 FPS
-.—V23" e, ZONE: E32 cl 10 1.45 FT (4 = 1.32 FT
L
-0) USE: \/A(,ANT
rV (52.24'
" -Ar
\(0
20 5torm .01 E3 E3 z
Drainacle SEYER -718.00
q.0, P r Q W
Eosem6ht E. LOT -713
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-714.50
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20' 5torm Drainage < SLOPE 0.5%Lu�w /P-asement LOT 13, 0� 0130' 60' 90, a)
+ q5q6' -T A N = 0.035
i 1
/ \ x STORM pd, -1 0,0 = 4L1.bO CF5 6� 36.8 GFS z
LINE *0' REGRF-ATION %ke I Z E-4 z 0
V10 = 5.01 FPS \46 2.1cl FPS
do = 2.01 FT 1.85 FT 0 u
FcItNTER u,
F=152.50
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PARCEL 13"
OpEN 5FAGE
cREATION Af�
2.45-10 ACRES 41 V 16 LOT,-qA 0
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\0(0 Easement
— -\ 5��Ment %--f
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_J_��Aj ROUT 642
on N 13
STORM LINE 1A'
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LOT EosparTrwe'n7� co
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5NMF (Dry PoncJ1 A
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10 Yr. k45L =-125.58
SNMP
100 Yr. INSL = -12901 --Ecis-ement ('V
DATE: 5/13/98
Ex 20'5m Se
A Ec5ernent SCALE: 1' 30'
DESIGNED BY. clo/kp
■ / �` —/ / / / / \ JOB NO. 2085
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DATE:
5/13/98
SCALE:
1' = 30'
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�� \ FUTURE 5E�,-Ti8N 5 ``
SWOON
Noma
DESIGNED BY: cb/kp
JOB NO. 2085
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W
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ES
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40'
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28'
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30'
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1.5'
040�6 - 164010
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180'
150'
250'
46'
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36'
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115.52
11601
INVERT OUT
11532
11501
STATION
048136
0+8136
R"
122.14
122.14
0400
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14M
135
130
12�
120
115
105
14mmo 147A I
129.48 12981
145132 1+5132
133.48 133AS
1+50 2+00 2+50 3400 3+50 44M 4+50 54M 5450 6+00 6+50 1+00 1+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
L�NN 1)fRI VE
25 MPH DE51GN SPEED
prop
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1
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e
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/
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11235
INVERT OUT
112.15 (Ex t Inv)
STATION
0400
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122b4
t u/• 111."W' t W/• 111.9(D
14wm/ 1 ILLbL
17457
11126
119B1 122b2
12432
240136
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12522
121.94 132b4
138.09
1 +00 1+50 2 +00 2 +50
3+00 3+50 4+00 4+50 5400 5+50 r0 +00 6 +50 1 +00
1+50 8+00
8+50 S+00
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Seiner Line
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DATE: 5/13/W
125.92
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125.12
11+1031
121.09
13+43.95
121.53
14451,42
SCALE: A8 Shown
13805
135.10
13506
9+50 10400 10+50
11+00 11+50
12 +00 12 +50 13 400 13+50
14400 14+50 15 400
DESIGNED BY: cb/kp
SCALE-
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Wa ter 1lottoolla it 11A II
130 130 1 130
125
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INVERT IN
INVERT OUT
STATION
TOP
0400 0+50 1+00
120
115
125 1 125
e e
120 R/W SL P SRKR/W 120
1_ LIMITS OF BITUMINOUS SURFACE 1
n �' �' • Cv 115 DEWALI
4' CONCRETE
121.16 — 120.16 W/4' B57 COMPASCT�
12038 120.06
1+54.52 146428 UD-4 (TYP.)
12528 12533 AS REQUIRED BY
VDOT INSPECTOR
1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5 #50
8A1'5ERR�' COURT
25 MPH DESIGN SPEED
�z......�� \ ,�...w....,r
wIn
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DESIGN
NAJ(DIUM
MIN RA
SIGHT DI
LENGTH UN
OS MILES
LENGTH 0.5BASE
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SUBBASE
(BM-2)
CATEGORY
ADT
SPEED
CURVE
RW
SL
P
SR
RW
SL
P
SR
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MAT
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'0
to 250 ADT
20
10%
12W
125'
200'
40'
6'
2B'
6'
40'
5'30
5'
6'
3'5'
STANDARD TYPICAL SECTION FOR
BAYBERRY COURT
- -- ---
9
Prop. Grade
Ew Grade
1
- -- - _. —�� --
--
—
—-----------
----------
242 LF 8"
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—
I
—
1
186
LF 8" pvc •
134 LF, 8" PVC • 050,e
I
46
i f
1E
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ID -
_
INVERT IN VIA6 11832
INVERT OUT 11126 118.12
STATION 0+00 1+33W
RIM 12526 125.43
_
Prop. Grade
_
—
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C:IraoeF
3.5' Min.
Pr
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0
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UJa tera (n II5 II
130 1 130
125 1 125(
120 1 120
-1 15.44
11924 120.14
3+M44 5461.61
12638 129b6
2+00 2+50 3+00 3+50 4+00 4+50 5+00 5 +50 6 +00
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n
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I
286 LP 24',
RCP • 0.6`�R
�
class
1
"
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Class
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-
130
121.10 - Emergency Spillway
12-I DO - 10 Year WS Elev.
125 126ZO - 2 Year WS Elev.
120
115
115 115
INVERT IN (6) 11%14, (W) 1188S
120.16
120b3
122b0
INVERT OUT 1183E
12006
12038
122.60
STATION 04"
1+30.93
1463.13
4+4%61
TOP 123.00
12533
125.28
121.10
Storm &ewer Line 11511
SCALE:
NORZ. 1" = 50'
PERT. 111 = 5'
]z
z
z
H1
0
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1
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x
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DATE: 5/13/98
SCALE: Aa Shown
DESIGNED BY: cb*p
JOB NO. 2085
SHEET 5 OF 8
145
135
130
125
120�
IS' EC -I �15
CL-I
36 LF 36" RCP
Class 1 41, 0,899.
110
i
f
i
,
j
9
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----- 4 -
--
5
b
Prof %►'Fide
-- - -
--
I
266
LF 30" ROP
Class I 0
f
Class i
050%
121 LF 30" RG
Class 1 •0
�
15'
---- - -Clear.
f
i
56 LF
- --
119LF3,n�'
36" RCP
P CL I at
Ial�1q+
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Class 1050�.
0" RCP
class
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f
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Class III O 0.9.
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INVERT IN
115.52 116.01 11120
(W) 118.89, (6) 11S.14
119.40
12051
121.04
INVERT OUT
115J0
11532 115.81 11Ud0
11639
11S30
120.41
120.94
STATION
0+00
0+3600 0+14.86 1+30k!,
3+0S35
3+9508
6+01.66
6+"30.16
TOP
122.14 122.14 121.63
123.83
12323
126.83
121.40
0+00
0+50 1 +00 1 +50
2400 2 +50 3+00 3+50
4+00 4+50
5 +00 5 +50 6 +00
6 +50 1400
135
130
125
to, EC-1
CL-1
3
120 w
t�
14
(J�
148
F
CIaeP
In
INVERT IN
INVERT OUT 124,02
STATION 0+00
TOP
135
,130
125
120
124.16
1 +48.66
128.60
1400 1 +50
storm Sewer
Line IICII
135 _ 135
130 I T- 1130
j 39 LF 15" RCP
10' EC -I Class Ill Is 050y.
CL - I 34 LF 15" RCP f
125 ---Claass I s 620 ( 125
C --I
� ■ r
Jn
120 J rn
w-e- U i 120
INVERT IN 1291o8
INVERT OUT 121.14 12S.48 1213.61
STATION 0400 0+3430 0+13,13
TOP 133,46 133.46
0+00 0+50 1 +00
Storm Sewer
Line IIII
5torrr fewer L f ne IIAII
135 135
125
10' EC -I
GL-IO
120 ill
�d
i
141 L
F15"RGP�O
111
Class12
0%
INVERT IN
INVERT OUT 12400
STATION 0+00
TOP
140
135
130
10- EC-1
CL-I
125
130
125
b
--- -- F120
124.14
1441,48
128.60
0+50 1 +00 1 +50
Storm &ewer
L ire II� I►
F
f
e 2.0 %
1
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r
I
LF
KD5 G1
°s
II �
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w
fff U
INVERT IN
INVERT OUT 129.41
STATION 04"
TOP
140
135
130
125
13151
1 +05JW
134.15
1 +00 1 +50
:storm Sewer
Lire 11 II
145
135
130
125
120
115
121b5
8+11.S4
126.83
1 +50 6+00 6+50
SCALE:
HORZ. 1" = 50'
PERT. I" = 5'
SAA11TARY LATFRAL TARL C'
LOT NO.
RUN
STATION
INV @ MAIN
INV 0 LAT
LENGTH
INV 0 END
1 A
1 B
1C
2-9
0+34
717.63
718.38
60
719.63
2-9
0+56
717.74
718.49
59
719.72
2-9
1+02
717.97
718.72
54
719.84
2A
28
9-10
0+16
718.40
719.15
49
720.17
9-10
0+39
718.52
719.27
51
720.33
3A
3113
3C
9-10
1 +05
718.86
719.60
50
720.64
9-10
1+27
718.95
719.70
50
720.74
9-10
1 +56
719.10
719.86
47
720.83
4A
4113
10-11
0+51
719.72
720.47
55
721.62
10-11
0+78
719.86
720.61
55
721.75
5A
513
10-11
1 +31
720.15
720.90
41
721.75
10-11
1+40
720.20
720.95
10
721.16
6A
6113
10-11
1+37
720.18
720.93
10
721.14
10-11
0+66
719.80
720.55
61
721.82
REC CTR
9-10
1+72
719.18
719.93
10
720.14
7A
713
9-10
0+89
718.77
719.52
10
719.73
9-10
0+61
718.63
719.38
10
719.59
8A
813
8C
2-3
0+61
718.31
719.06
10
719.27
2-3
1+09
718.98
719.73
10
719.94
2-3
1+19
719.11
719.86
10
720.07
9A
913
3-4
0+20
720.34
721.09
10
721.30
3-4
0+67
720.97
721.72
10
721.93
10A
10B
4-5
0+79
723.22
723.97
10
724.18
4-5
1+18
723.41
724.16
10
724.37
11 A
11 B
4-5
1 +80
723.72
724.47
10
724.68
4-5
2+05
723.84
724.59
10
724.80
12A
12B
4-5
2+52
724.08
725.83
10
726.04
5-6
0+11
724.58
725.33
10
725.54
13A
138
5-6
0+75
724.90
725.65
10
725.86
5-6
1 +43
725.24
725.99
10
726.20
14A
14B
6-7
0+36
726.10
726.85
10
727.06
6-7
0+58
726.21
726.96
10
727.17
15A
15B
6-7
1+07
726.46
727.21
10
727.42
6-7
1+71
726.78
727.53
10
727.74
16A
16B
6-7
2+13
726.99
727.74
10
727.95
7-8
0+25
727.42
728.17
31
728.81
17A
17B
7-8
0+41
727.50
728.25
58
729.46
7-8
0+73
727.66
728.41
47
728.39
18A
18B
7-8
0+81
727.70
728.45
43
729.34
7-8
1+07
727.83
278.50
10
728.71
19A
19B
7-8
1+07
727.83
278.50
19
728.90
7-8
0+90
272.74
728.49
50
729.53
20A
20B
20C
6-7
1+48
726.66
727.41
54
728.53
6-7
1+04
276.44
727.19
55
728.33
6-7
0+65
276.25
727.00
56
728.16
21 A
21 B
5-6
1 +41
725.23
725.98
56
727.14
F 5-6
1 +19
725.12
725.87
56
727.03
22A
228
5-6
0+46
724.75
725.50
55
726.64
5-6
0+10
724.57
725.32
55
726.46
23A
23B
4-5
2+57
724.11
724.86
55
726.00
4-5
2+25
723.95
724.70
55
725.84
24A
24B
4-5
1+51
723.58
724.33
56
726.49
4-5
1+15
723.40
1 724.15
1 56
725.31
1t
Poised sp«a •0 r1PII
_ - _ , ,yr.
�� -It - - ,z" (Il n
�.pp �KER ROAD - ROUT 642
n�R► ` .� y' . �`` 04 .`ED;�. p%� Ktp' ,2 �1 Q ?' ' �5
#0642 3 -218
- - -
�.__ �-Raft«-+_cis-- \
4 now
•\ RK ` '(
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O.DT" AGRC1 \ -1.. 1 �..
__.
ttto.� PRPlae+�Y I I IREW
�y -15 - 4' Mlt PIM
PLANTM b` qlt Caq1W
AM
�- -
- LOT
as % � -� -'�•�
f i ss \ asp 6T�oAiA :
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A §
5 V-F/---=7
1
Road Efficiency duffer Planting Detail - 1" = 5�'
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61
ccq (0
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4
FIGURE 3b - DETAIL TO BE
USED FOR A SINGLE UNIT
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1
UW \ J W
IMIN) ' 141N)
0- W 0- W 0- W
I
PLACE+N- OIAM*TER ANCHOR BOLTS
5000 VC
;
I USE TSMPLATS TO INSUReALIONMPHT
226.45 SD
K-vaI
AG 5
_LAREASURFACES
TOOL FLUSH WAOJO NNQ
•15
140
135
130
125
y I SLOIe @URFACS �- rFA rOOT
ALL NIO/N FOR 014AINAGG
COU ►C STAG
.N' DM • ANCHOR DOLT■
'140MUTYL RUDDaR PAD
.M- / MATCH EXIGTINO OAADE INWMVSU ^As^a
MIN
4008 ON 1+" O.C. MAXIMUM, EACH WAY
M 3 - OPTIONAL C041A0T GRAVEL OR
CAUGHGO !TONG (OMIT WHIRS 901.1
. i ♦ . / ROCK OCCtA S)
7YP
135 1 •'i : / ' r LJAXIAa,M FRONT OGPTH
-.- -
L- FIRM UN019TUAGSO 6011.OR
I WELL COMPACT PILL
Gismrst Notes
1. Concrete shall have a Oompreaalve strength of 3,000 P81 0 26 days, contain +% min. - 6% nlrA. un
130 eMrelnment and be plao" with a 3%" - eta^ slump )n accordance with ACI 301.
2. Reinforcing at" rods Mall conform to ABTM A616, grade 40.
3. Anchor bons Shell oonform to ABTM A/b, BW (310) stainless *Joel.
FIGURE � - DETAIL TO BE MNJGMWM
125 USED FOR MULTIPLE UNITS ,r■'occo"P,°R. ED,,,
LA rrSf vYJ m Fj � r � � (� rr-
v? 4 r r r tii c0 W (p r r 9 51 L(1 r y"
n'1 rst �t Nt c`t T11 M fr1 (q 11% rrl t*t If) r1t
i'� i )MIN)
r- r- r- +-- r- 1- r r r r 1- r- r- r_. r -
7.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 r +
Ill1. g 1 T I PLACE 411" DIAMETIR ANCHOR 801 T@
USa TSMPLATe TO iNeURS ALIONIAh"I I I ♦P)
w 1 W I f I CNAMPOR 1DO@@. IN LANDSCAP11 AREAS.
TOOL DODNI FLUSH W/AOJOINJNO
DuRFACU IN PAVED AREAS
or b DIIDO4 FINISH
N 0 r ^I ELOPE SURFACE'," PER FOOT
ALL 410G/ F0J1 DRAINAGE
0
Future f;Ra od Crce e in
y I
>r $ L � t J 1 CW MOal7AL
2" Iw- DIA • ANCHOR MOLT*
+- DVTYL RUMMER PAD
MATCH 61(18TMq GRADE IN PAVED ARSAa
MIN
♦ ROOS ON 14" O.C. MAXIMUM. SAC14 WAY
`r
Prof Urad
124%
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41)
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OPTIONAL COIMACT OnAVa/ OR
CRWHGD nONE (OMIT WHIIIE SOLID
�1
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.+. /
•
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ROCK OCCURS)
Hy�
-///y
I ' ♦ • /
i
MAXIMUM FROST DEPTH
1/l
1' -
./- 1-4
FIRM UNOn1TURD N01L OR
�1
Wall COMPACT FILL
E-
12" ORIFICE
STD PRECAST 24" RCP
MANHOLE
STRUCTURE
(NO TOP)
12CS.01 - 100 YR WSL
12658 a 10 YR WSL
128.40
121,18 - 2 YR WSL
STD PRECAST STD CAST
MANHOLE MANHOLE
STRUCTURE S TURE
(NO TOP) (NO TOP)
I
12" ORFICE 24" RCP 1
INV. 122.60 I
12" ORFICE -
Fond Out let Data i 1
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oaRer&J NMtae
Q 1--1
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1. Concrete shall have a compra@S)vo strength o1 3,000 P81 ® 26 days, contain a% min. - 6% max a,1
entrainment and be plecad with a 3 V - AN•• &Jump In 8CoordancS with ACI 301
^
i----1
TEl
v = E.y
A
2. Mlnlorcing steel rods shell conform to ABTM A/16, grade 40.
O
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Z
E-
S. Anchor tons shall conform to A8TM A163, SM.1 (316) NalnNse @Joel.
�
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Ww
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145 145
W U
140
135
130
125
1
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-
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I
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140
135
130
125
2411 RCP
0+00 0+50 1 +00 1 +50
Water t'-lair 11C 11
DATE: 5/13/98
SCALE: As shown
DESIGNED BY: Cb/kp
JOB NO, 2085
SHEET 6 OF 8
+
+ %
+
+
+
f
\4
+
TEMPORARY P/PE SIZING
DRAINAGE ARAE q.71 AC.
TEMPO
+1
Tc = 10 M
+ 1\j
In
I = 5.51 +
0 21.4 CF5
Use ci-�W' Pipe a �.00% +
+ 0-00000
0�•
ftftftftft
+
+
44
+
INV=�25.00
+
> +
+
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+
1 (—
AUTUMN GLEN SECTION I
EROSION AND SEDIMENT CONTROL
NARRATIVE�.
\0
Nt
IL
Pescriptib --61en consists-of-4a b-I.- 42 of the overall developm n: Autumn e n A,
depicted on the Master Plan entitle n r t Plan 5hoyqI 9 Land ty
For Land Along Tasker Road". U r the 5ectl ct, 14.5 Fu t V r
or t pr4 0 j
ren
t
or
v4elling units, Iq0O f et of and assocl� -tb be disturbed to construct 52,
utilities.
+
Pate of conktruction: �;6�nstructlo6 P4111 begin follovflng plan pproval and III take +
approxlmat�rtl one ear -to complete. Z
Existincj site consists f / , ^ / �--- ____ ' ® �, � � \: \ ��
site c 11tidns: The site 1!5 currently vacant. Veqo�tdtl i on th?!r
grov4th trees and grassland. The exl5ting pond a 'he cent;6� of the sit is +
a ,mix OF yo1 i
to"'Ibe re ined and ctonverted Into the 5tormviater management fa IlIty for ond",poy I.
Ad cent areas: Autumn Glen, 5ectio"-Is i2ounded
on the norbye
to the south, east and Nest
OFF 5 to areas: No off site areas are to be disturbed un er this oppl
formation: The exi5tln' --eoll conditions iNere obtain eo From the USDA +70
50115 I� its
The so
ils 7o[15 on this site con5lstlof Clearbrook Channery Silt Loom (WITED) d J I
Nelkertrf3erks Chonnery Silt Loom (#41C). The cIE3 soil has a moderate eroslo n ordis
and severe wetness when excavated, the 41C, soil h,05 a 511gh erosion hazard an lfot
wetness Nhe�-excavated. rc,
+
4e00-0
Critical areas. Ther6-Zr-e nq critical areas on thi site.
Erosion and sediment control measures: Control -o erosion and sedImentaflon r this
site shall be achieved by In5tolling the following.1, \ \ \
I. Construc Llom erttrance:, LYNN
.2, -Diversion Dikes. DRI \ `
3. Temporary storm drain. +ems f , \ ® t C +
4. Slit fence. +
5. Inlet and outlet protection.
6. Rock check dams. +
+
-7. Sodding
\ ,
Permanent stablllzali(3n; once construction Is r "W soml�ete, all disturbed areas not b 1,
upon or paved shall be coveted with a minimum of Four (4) inches of topsoil. Fertillorl \\' , �� ` . \ ! �\ +��, :^.�;, \
-7—
seeding and a blanket of straw shall be applied toy the topsoil
er management: The !\5`kOrmv4oter management ement calculations for tHls site are
enclosed with this application.
Maintenance Program: The ero5lon+ond sediment coin ofmeasures Installed on the site
shall be mainto'Ined by performing the following. 1 1,
1. The site superintendent shall Inspect all erosion and ediment control devices after ch
rainfall and at least daily during prolonged rainfall. 0 moged or deficient cq* is s 9.1 be all. 0 10 h �l
repaired oe improved Immediately. � b
2 The sits superintendent shall inspect daily the - ea constrvctlolh activity to Insure
erosion qbntrol effectiveDeTP5. Additional meaquresF'5h 11 be Installed immediately whey
deflclen6les are found.% `F +
3.'�Permanent erosion control measures include the InsX flation of rip rap at storrr),sePqer
outfaII5 and -the establishment of gross on exposed sb faces disturbed in Ilie, c6nstructlo >
process. + + +
1. Instdi'l constructlon,,O-ntrance.
Erosion or(a sediment control program
2. Clear and grub tKe areas necessary for Ins allation and Install tke diversion di 5,
5t6rmvqater management pond, tempoey storm 41rain, slit fbnce and storm sewer un from 1-1
d ovtf 5 as they are
4. Provide Inletiond outlet proter-ti6n for all storm sewer Inlets an
Rough grade the site and begin utility installation.
�� " 1 s \ _ \ \ /� �'� --� \ ' J i ,� - ! 1
constructed, and sod ovtfoll chonnei 1.
5 Fine grade the site and Install Pe road subbase and base poJIn . Tempqrory soil +
St'abIlIzation shall be applied to all disturbodVreas within 14 do, F the aro-&js to remain
dormant for more than 21
, days,, ' ; ' �` \ % \ j +'�� �' J ` ,1 \ '
After approval al by the inspector, remove the' ntrol devices and 51 �?
III"e-the
eC5 d5tVrXduring removal. I " � \ NOTE: LAND DISTURBANCE PERMIT SHALL BE__
I of The Frederick Govnt� Public Works and Eng, eying Deportment retain the right to X C,01JNTY--VPYq 0 AINED FROM FREDERIC
dd d/or mo6lf y these e 19slon and sediment ntrol measures during the construction
proc -,!�eason, to ensure adequate,! tection to the public d the envIron_prt. PRIO TO BEGINNING ANY 6R-XbIN6. A
tt TEMPO RY ENTRANGE, PItRMIT SHALL BESeeding, edule (soil
OBTAINS FROM V06 PRIOR TO GOMMENC,11\16 1
1'. o�y
read top 11 at a minfMum de of WORK. 2. Incorporate vlver4�;E�d ac to of c42 Ib5. per
1,000 square F 3ri Wral lime'stone Into the
P (2 tons acre). +
3. Fertilize with 10 0-10 rtilizer at ate of 23 Its per 1000 square feet (16-3---
r
acre).
4. Seed gal 1 areas a setlx consisting of 6-79b Kentvcky'31 Tall Fescue and 359r,
Red To() Clover.
5. Mul�zh all 5e ded are with 5trov4 mulch, a rate
or onch ' ed cutback or ul5iFled asph6lt applied at a rate of 200 gallons per ocre."\ +
applied of 3,500 lbs per acre,
CD
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DATE: 5/13/98
SCALE: I' = 60'
DESIGNED BY: cb/kp
JOB NO. 2085
SHEET 7 OF
�MA
CONSTRUCTION OF A SILT FENCE Z )
(WITHOUT WIRE SUPPORT) STONE. CONSTRUCTION ENTRANCE PIPE OUTLET CONDITIONS BLOCK GRAVEL CURB INLET DIVERSIONS - ROCK CHECK DAM
1 SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH A A SEDIMENT FIL TER LJ.1
UPSL ALONG 70' MIN. EXISTING
2 ACRES OR LESS OF DRAINAGE AREA: ZNT W
STAKES. A PAVEMENT
e'14AX l r S:1 CURB INLET 0 3' FREE BOA D�
do -- ------ --� �-
.� FILTER CLOTH d MtN. A MOUNTABLE BERM d = _______________ _--------- - asses
(OPTIONALO ._ _ �•c- MER -. orsrc" rm. orrtR iE
7FIL
SIDE ELEVATION PiPE OUTLET TO FIAT
- AREA WiTH NO DEFINED (OPTIONAL) �/
- EXISTING GROUND CHANNEL - - - -- - I � (iJ
PLAN VIEW t 1 ' p
FLOW / III° / �- 7o MIN. (DOWNSTREAM ViEW) �+�+ N U-)
00
B WASHRACKINAL, 10' MIN TYPICAL PARABOLIC DIVERSION VDOT pal d v
4 � I COARSE AGGREGATE �II/� I
3. STAPLE FiLTER MATERIAL 4. BACKFILL AND COMPACT _ __ _ ° x - ' _ _ �- _ �' _\�W OD
'3 �p
'3'
TO STAKES AND EXTEND THE EXCAVATED SOIL. 12' MIN." l� l0 M1M EXISTING I C5
IT INTO THE TRENCH. I PAVEMENT d WIRE SCREEN CONCRETE BLOCK 107. SRTTLEMENT I FLOW ?I 3' _J
k_- --
-��� GRAVEL FILTER -7 0 3' FREE BOARD Z _
FILTER CLOTH KEY IN e'-9-; RECOMMENDED FOR ENTIRE PERIMETER ---�i - - CID
I
SEC ION A -A L l!3 N
/ `- VDnT st I �� PDSITIVE DRAINAGE IT MIN. D N FLOW Dana _ I � � 0) Q, t'-
OPTI
COURSE AGGREGATE TO SEDIMENT I i
B TRAPPING DEVICE - _ 'Ln
/ - / • MUST EXTEND FULL w1DnI I A { RUNOFF OVERFLow =- -- _ - _ 2-10 ACRES OF DRAINAGE AREA: W % s
/-� - - WATER WITH FILTERED WATER --
-� IIII -% II OF INGRESS AND EGRESS I SEDIMENT 3 -C Q�
�� II OPERATION PLAN VIEW A ado (MIN.) ! 11
x
_ t►�t"•• •° TYPICAL TRAPEZOIDAL DIVERSION --� 3 ~
Fh01r / � - IMF • 12' MN. • f ;
_ I-
- S MIN. -------------= -� --- --
OIII �- PiPE OUTLET TO WELL -
S MIN. DEFINED CHANNEL FILTSEDIMENt ° II (OPTEONAL) CLOTH
_- 3 _ L 0
SHEET FLOW INSTALLATION m toe sETnawEKr
(PERSPECTIVE VIEW) / PLAN VIEW
FILTER CLOTH J + WIRE SCREEN ° Q, 0
SECTION A -A L o3 FREE BOARD DOWNSTREAM VIEW
I FLOW I a 2" X 4", WOOD STUD CURB INLET -------- - - ( )
A �_A
- - - VDOT N i 1__a�OP FLOR DanN e �\ ° - _ - _ COARSE AGGREGATE Fs c �
SPECIAL APPLiCAT10N W (�
d l
FLOW
SECTION A -A � THIS METHOD OF INLET PROTECTION iS APPLICABLE AT - - ?� 3,
FILTER CLOTH KEY IN 6"-ir. RECOMMENDED FOR ENTIRE PERIMETER CURB INLETS WHERE AN OVERFLOW CAPABILITY iS NECESSARY
NOTES: 1 APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION TYPICAL VEE-SHAPED DIVERSION
REINFORCED CONCRETE BASKET. OR CONCRETE TO PREVENT EXCESSIVE PONDiNG IN FRONT OF THE STRUCTURE.
POINTS A SHOULD BE HIGHER THAN POINT B. DRAIN SPACE 2 1. IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
DRAiNAGEWAY INSTALLATION - SECTION B-B USING PLATES 3 to-3 AND 31e-1. GRAVEL SHALL BE VDOT N
3 d - 1.5 TIMES THE MAXIMUM STONE DIAMFTFR, BUT NOT #3, #357 OR 5 COARSE AGGREGATE CLASS i RiPRAP
(FRONT ELEVATION) LESS THAN a INCHES
_ Z V
H
> ).
W
METER BOX HARDWARE
trench width r ••"•' s wwral.l • FPVIf.E METER
r • as required O nienean r- -'i r m.Me W.aesell.+aaa �, G M,-TER SIZE YOKE °x *' METER Bo>< COVER S'IL T FENCE C UL DER T INLET
'•' . O ft-bWdMel v Ford non -traffic Ford C3
w 6 dia. schedule 40 3' -- I 3/4" 5/8" x3/4" (20 gpm) Y502 18 in, traffic Ford C32H
• '� • ' steel pipe filled with W • - Ysod Fordcovew R tLm monitor oo lid PROTECTION
TT s 1" 5/8" x3/4" (20 gpm) 24 in. *2
concrete and painted T I
yellow a.:; o Ford Ford no. 30 monitor
` 3/4 (30 gpm) Y504 24 in. cover W RML-12 to lid i1c2 now manhole Eh1DIvMLL
• •' s 2- concrete pad 1 •-6" sq. x 6" de W.,A °olio ord Ford no. 30 monitor base section
'-:,•' �Lxel..aes�e • eMavWveatr u,*Ibkb ow1h ON" 1" 1 (50 gpm) 24 in. #2 s1ub3-5f1. existing
IIr1e
w y5p4 cover W RML-12 to lid e.iaNnp If base
r "g
T18' die. t 1 In non -traffic area - 12" thick polyethelene plastic
• concrete i'.` 1fE 1f1tYE.4flP1Lfl In traffic ergo - reinforced concrete with 3" hick Polls 2"x 4" with .... .. __......__.... _ ------------- ---- ---- -�----------------- ----
encasemers :` 3 IReeuMwe ar r We "asRera+srlaeseeaew 2. In traffic area - 3/4" x 30" steel plate with 22" dia top treated pmnt blue`T--- T-�
P91
Q
11-610
4•+Wle •wIe nW41 w+w.• I
Concrete T1`!' 'li tlelyealerrand"dale eNdleteed se. Th. beb+MT eIwIa1IW opening •••••••••••• •••••••• CULVERT
Ii.. p:L 11LIIj 9'-+rme+.r+•'e•+■•+wawa centered o pin and tar coated both sides is to be ..... TOE OF FILL t
......... ..................
thrust block Ij��I,jj.,.^; "•^w+.w.er•Iwewl°.°.'r^•°•w'o°""•^"'• v.+rmw.ra.+rew�Pw placed between lid and reinforced concrete box. meter cover I r�
;ii iRw1xeIIIII aeM wl a.lu eea sm Mr$ rwnW es r/ w" set 2" above
BOLLARD DETAIL it !i htljil li njP"Id! aw Wien lrlR ter A, e. c 1 r e"eleNe.
Ein. grade prior I
R' !! varies as required to sodding 19* ark I 1
CONCRETE OMIENSIONS iOP HOOMONTAL 71NIUST KOCKS rap
adjustable vat a III I screw type PIPS Pkioc W'ys a I I V4- and 22 Itr 45, arid •a• • • �•� -+ xx minx nx :::: x 6x xxxxxxxxxxxxxx coupling- - -
36" min.
box ! Die A TD C A tlwe C A no a C cnrporotion 1� _21' meter F.C.S.A i stone tang 1A
3" stone bedding meter box i I 2
direction of setting to be roved riot to Installation s' I•-0• a-r V-7 a4' a-r a-r V_T 01-7 I.4' r•.::. stop gboxf 30" deg esclbn of line to t>s removed 1-
rKg �P P e t'3 aw 1•-W a-w a-w d4• 1'4, Fir TS P :� , y
II I I ji surrounding --- I I CUT IN
--------------- ----
locator peg I valve alu to- t'4• a4• rat• I'-T a•ir V-3- l'-W a4• r4' 38"min, with drain valve ---- -- ---�-- ------------ ---- `
rrleg 9 j!: tz• I•-Ir r-o- r4- t'a' 1-0' 1'r r-0' t••o• 3'-0' - --- angle check vroly � (7
1 to math I / 14• 7•a' t'-Or 3'-0' V-3' 1'-a- V4' r_4- V-IT' 1'-0' 8" min. Ona le oke II II J /` N 11.1 ` a
megehlgs me9a�4 16' r-T 1'-Or X-C I.- 1' 0 r-0 7 Y 1' a 1'4' 45 bdtl vOlve U L Q CU � 1d
ea I"uhed concrete pad 1%6' sq. x S" deep i. ..� a�} a a Is' r4r V-Sr T-W 1'4 t'-3 r-0 3 O' 1'-3 4'-Ir • TOE OF FILL � � PI
3 3 1 a s° t),pe K copper
T . - TEx. _ , y ` ` ♦•ti yr 3{r •S yr ----
I1 1/1- T1�1 sat' EN08 tubing. C inhnuoua
I :i•CTa without oints from SILT FENS
( i 1 j1 3{3� .. �I. ;!;!{SZ{{�: {?;3 }{3� rt3; f 1
Ili ..`i.`sCJatir ti{♦ry i �3 }�3{i{f4 { w{3 r�t{{;r.J9.3{� :. f}=3 water mom to meter 2 ft.
I � � .� �••r•r•3 �}r•}.r. }}33 3'3.3 S.'• •r.r.i:rTi.r.r}3 .r 3}i.r •r.3i. main 6" stone bedding `
"DISTANCE IS e' MMIMUM IF ROW O
5 TOWARD EMBlWKMENT
transition to meter ��
'> METER SETTING PARTS barrel sedan
24" Iyr.flNrwwltselp.ld setting os required
m bes.1 ti aovw s.wswra. line meter angle yoke angle check expansion
screw type thnrit�_l7Q lire Size yoke ball wM vdw wh•N curb k gutter
adjustable block 8"x 8"x 16" soNd block l ^) stfbet r
atone ' i i stone to be minimum valve box (for valves 12" and larger) a Tore alv �,�Q 3/4. 5/5-x3/4' Y502 BA94-223W HHCA94-323TD-G EC-23 •` femOvs
of6'abovetopolbase �rpeg -- IrALESS . = er 1' 3/4• Y504 BM94-344W H11CA94-323TD-C EC-23 t OPTIONAL STONE COMBINATION
'rJ•?iTi%fL'#�4 �K1 4.zo • 2 s
d ` 1 fl I Ij; i {sat ar
r i !1�, CarlvMe __ 1 1' Y504 BA94-444W HHG194-444 4
phi r'}fi r r r, megaklgS. 1'.. M 1' chl to back of ° 1
• `} ({' INSTALLATION NOTES: sidewalk t•o' I.5'
A. .. -• �. a VERTICALF1ITINO VIOL THRUST BLOCK M U. YD. - -
II Me»OssAre aIZE I. Etibct location of meter box assembly - 8'stone bedding
• n 1tro/ -1_-22 to i Is• so° ........rr::: r::::::::::
• .. ' 1 ' e _ 6- 1.3 to be approved prior to installation. - - - - 1, set bartel section over exleNng One
r1 r r.r•r.r• r.?.i '
i}• ,; �;.'N`:,:'�:?:J:'tl�r; IIII i} {itl�`�,; ,street
r t.t 43 2 encased nc2"cdia'ISCH40 PVCholr be M A • 1" type Y 2.pourmarllalebaseendinven Row •v' I e' •• - {{ �� r�ry mecharNcal THRUST BLOCKS FOR VERTICAL 1(Y t.e 3.7 0 K 0 3. remove lop section of existing sewer
'J} •j ?�ir• UP BENDS SHALL t!E THE SAME 12' - 1.! 2l 6.6 3 copper ; line to form open channel
e .{.} •1 453 -r. sw+vel lee YVM11 14 0.5 1.1 3.e 7.e SDR71 m The t n shall run from • • 2.S
As FOR HORIZONTAL KENOS. P P 9 P Pi 9 a Doc HOUSE
r}}` + 6' branch 3/4" type K
�`•z •::lie yr Is" 0.4 2.3 6.1 one foot beyond sidewalk, across the coppef for N
street, to one foot 1"x3/4" Wye
20• 2.2 4.6 7.e beyond sidewalk. single meter
TER CLO
installation -
DUAL METER INSTALLATION
FIRE HYDRANT ASSEMBLY GATE VALVE CLASS I RIPRAP
CONCRETE THRUST eL.00KIN(i _ 000T /3, t{357 OR Ms COARSE AGGREGATE
Figure 9 Flgu►e a Flptles 2 5/8r, 3/4 & 1 " METER INSTALLATION NEW MANHOLE ON EXISTING LINE l r GH VVELLOOCIITY'LOFF Lo IS EXPECTED
wrfo4
Figure 5 Figure 14
AMENDMENT NO. 2 - APRIL 1997 Qt
goo t, kRR - general beck llN 1,4, 10P 01 RrnhOW at pads In Rsva seed wags unless D1lwwlss dlraolad : SOR 35 apipol SDR 35 spigot by � E-t F-Lf
IOP shelf be eat 1 IF min. above pads in sesanant areas I
�,wa sled Ilford p tlwak- ;,, by gaeketed SDR 21 gaskeled
bell 45" bared beadapter loiciiiicw peg I 2 A T \ 11-�-4
Fir O.D. S' it O.D.Ir
Contractor to grout manhole
cover in piece Imo,
24" earskrRll complacted 24" earMully 0csIone sd✓-
Befed baddill tMMeC! baddNl 4 ! l-�
I - �• fy.• ) � E-N
da. j. Ili 'I NSN!t il�li II tlq. q t h@ .srym ft
O D - aggregste Ir adjustment Ange (I I' max) ill Ili tll 3 frritkraNn ►-4 O
,R O.D.
dU r 9CH 40 E--i E .., Z O
solve
cast iron cleanout cap with breaa plug slope "We" - concrete ..' gasketed bee Wye-piOpeRandt�mg� weld cup
/WU OU
R having a counterswll( square head oerar•MABTMC-t60 I Cti-S Reefs t '1
Panella Model PA4SV-CSK (4-) STANDARD CONCRETE CRADLE 112-
40Mate• I prpperfy r+ i �'7.
Panels Model PABSV-CSK (a� ei iMP) line r ,
1tMstladgrade pbraa 30/
. applfd
between Joints and On t ExFANlIaN JOINT
exerlside I o■, w I (HYi
y-`•i
= OEXISTING OR ;*OvOSED
W
inints are to be *"led SIDE W A L K00 I D E WA L K
square concrete skid pad O.D. O.D. SPACE
20 x 20'x 12 deep -
V•
24•arii i„w•pacted cwek"
•N-,n. � WIDTH OF ENTRANCE t iZ-• I I r.
cr+rscrete - select backfIN owed " I.D cover Y I s P
ehale base asincl ba1�dM
3.-WPs b rrunhoM 0
( eP1 ).acorm•c+icn tow - i-4•a I ] 5
OD. O.D. tryllexibNelesw I r 0 cuss INCLUDED IN z e
ClearKlutplpe-1/20.0. +vrICheMN10prOyldaJ UNPAVED llAc[ ENTRANCE GUTTER i Z - W
T �':�•'• Smooth trantxnon In b DU, 1 e F-
3'•0• min _ a . : z t 3 rn
ra en connsctiora W-0'
t7D • \ - Smut tionarel d mamfaN r',•: {: ' . tap d t»mr:iwwsa
I I t pipit ht t. • I r I' r ie w a #
Q) +enNery SCR 21 stone concrete ro ram hermN --- FLow uaF
-- aggregate e r;.� 1e„S'% same Well. n �I i .e.. _ - i.'.: 1" 11 • a .. • ..'.•' i
min .1 I, t t'+ht :: tfeehsd 2•x 4' ttrMt A A'
r sowera POP of pipe '.A' .' d : :A • :1" ' :i . •'•- •:
e/@ t1: top 6' petnled green n � .a,• .:a• ` '/'.' • /
FTE ARCM _ CONCRETE FNCASEMFIlT
Wye 45' bond ]GiL.LtSCC��.�•...-. ...�..�.� .��- ii• ••�•'•'�,.', ' wOVTT� MFAMlION JOINT yy
O - •...I:.. ..
�4• at a:.. A... .�.: .. A:I u
Ei"i repave col-1/2Nrrles 8. I"` PLPe �.::� :.�:: ..:A.;••,•�.•,.a..•,�:, •••'•.�•:.:.','. E
saw cut to be made al minimum grade . 4 - . a. "a • The boeam d the auto and
O t f.S to r•3 original thickness title Of replacement. R' Iteddlr+D !lone • { •• ••r}r{.� •..•{!{ ...{.y.�. •. •.{. •••. •t•Min,,
..t. nay De eanar.uehd I MAIN ROADWAY
1
• ±t? ?; {.±:±: }: fi!:±} N�r}} I... , parallel to Ill slops of wed- !
21 surface course$ provided o
�. •k .t�'c• } r rl"r ----gee 1 • ,
NOTES: 1. MONObsealWe"caveansxNmal d minimum depth d 7" is
Cu 6- stone bedding - B' _ 8" 2. x ad)ues aSt Olevetion exesads two inct-4 use Concrette adlugtmern�nngs With a�eerior Coating. d;ii . 3. RaiMalned� c SECTION ••F •F
HALF PLAN
bitumassic water pro sit". Iil�t Two am may M caenu
toit O.D. _ S' 4. Skid pr3 Final e to p placed rorM msnhoMs locatWo of manhole lineme ed in shoulders d rOWenrink grout. IIj! ,I I, - -_ a the oPlion of Me contractor I
5. Flat lop casting @hall be used on shallow manhole (6 N. or tin) Instaaak>ra. This curb is to be used when
NOTE NR1ere length o1 service lateral to exceeds 7S I entire trench 10 be design speed is 40 MPH o insWtW
IL a clearlo(n assembly shall be furnished al the O txxnpacltld 21-A on Rural highways red 45 MPH a f+ok: Game orb ( Nfo of c a railw
prclearty line. �� } lass in developed urban B suburban w300 a leas (odmI bog d orb) shall a ;
I oreaa. be paid rat a rodlol conlbmrion curb 5 r' • '• . ', .' ', .•
• • SECTION E-E
01 SECTION ELEVATION AT BUTTER LINE SECTION D-D
DATE( 5/13/98
3 This hen may M precoet or oast in pea.
7-3 - STANDARD MANHOLE when used in Conjunction with Standard CG-3 or CG-7, thecure fop an
ti V.D.O.T. PAVEMENT REPLACENENT F*" 12 Goacrels to be Coss A3 if cat In place. this Standard is to be odiusted to match the rnmrxabla curb configumhon.
40M PSI if precast.
z
SCALEI Not to Scale
o _
GRAVITY SEWER SERVICE LATERAL STANDARD ENTRANCE GUTTER SPECIFICATigI
w TRENCH dt BEDDING Fiore 15 FOR USE WITH UNPAVED SPACE BETWEEN CURB a SIDEWALK REFERENCE
SEWER CLEANOUT - -
1 REFERENCEN COMBINATION 6e CURB 81 GUTTER VtRGINtA oEwRTMENr 502 DESIGNED BY: Cb/kp
Figure 17 105 VIRGINIA DEPARTMENT Of
O 5^,i o....dr_...�,. z��n• 203.03 TRANSPORTATION JOB NO. 2005
11
LD
3
SHEET 8 OF 8
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LANDSGAPE 5GHEDULE:
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SYMBOL.
OTY. BOTANIGAL NAME COMMON NAME SIZE (MIN.) 5PAGINC6 REMARKS
[—
®8
OUERGUS RUBRUM NORTHERN RED OAK 2" GAL. AS 5HOWN B$ B
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65 TAXUS GUSPIDATA JAPANESE YEW 3' HT. 3' O.G. GONT.
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NOTE:
ALL PLANT SIZES REFER TO THE HEIGHT OR SIZE OF PLANT AT TIME OF PLANTING.
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LANDSGAPINC, TABULATION
PARKING LOT PERIMETER LANDSGAPIN6: I TREE PER 40 FEET OF PERIMETER
REQUIRED= 240 FT/40 FT=6 TREES
PROVIDED=6 TREES
INTERIOR LANDSGAPING: I TREE PER 10 SPAGES
REQUIRED= 14 5PAGES/10 SPAGE5=1.4 OR 2 TREES
PROVIDED= 2 TREES
SET TREE LEVEL AND PLUMB --STRAIGHTEN
AFTER SETTLEMENT IF REQUIRED. SET TREE
WITH TOP 1/8 OF ROOT BALL ABOVE FIN15FED
ENCASE WIRE AROUND TRUNCK IN BLACK
RUBBER HOSE. SECURE AT HEIGHT ABOVE
FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE
REMOVE TOP 1/3 OF BURLAP AND CUT ROPE
AND/OR REMOVE WIRE BASKET FROM BALL
WIRE #12 GAUGE
2" DOUBLE SHREDDED HARDWOOD
IrMilk
❖:.::._ BAGKFIH
LI(5HTLY COMPACTED SETTLIN65 HOUND
TYPIGAL PLANTING DETAIL-- EVERGREEN TREES
MOT TO 56ALE)
RUBBER HOSE
GUY WIRE #12 GAUGE
TURNBUCKLE
TREE WRAP WITH 50% OVERLAP
FLA661N6 TAPE ON EACH WIRE
2' DOUBLE 5HREDDED HARDWOOD
MULCH/3" 5AUGER. PLACE TOP 1/8'OF
ROOT15ALL ABOVE FINISH 6RADE
3 STAKES
BACKFILL
ROOTBALL-REMOVE TOP 1/3 OF
BURLAP AND GUT ROPE AND/OR
REMOVE HIRE BASKET FROM BALL
LIGHTLY COMPACTED SETTLING MOUND
TYPIGAL PLANTING DETAIL-- TREES OVER 2-1/2" GALIPER
(?JOT TO 5GALE)
ONS I TE TYP I GAL PA\\v/EMENT SECTION
NOT TO 5GALE
L 162HT PAVEMENT SECTION
pignar
I' I •
PAVEMENT DESIGN BA5ED ON A 5UB6RADE GBR DE516N VALUE OF 6. 501L TEST
OF THE SUB6RADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT 5EGTION THIGKNE55 PRIOR TO GON5TRUGTION.
PVMT5EGT
4' REINFORGED CONCRETE
3000 PSI
4" SUBBASE (21-A STONE)
WIDTH VARIES
SEE 51TE PLAN
1/4" = I'
4 r.a a . �.
a .•
I I —III —III —III —III —I I I
COMPACTED SUBGRADE
(90% DENSITY)
ONGRETE S I DENALK DETAIL
(NOT TO SCALE)
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MS. CIADER
No. 02"5 04
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DATE: 5/13/98
SCALE: 1" = 20'
DESIGNED BY: cb/kp
JOB NO. 2085
SHEET 8A OF 8
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