HomeMy WebLinkAbout059-98 Autumn Glen - Opequon - Backfile (2)i
CENERAL NOTES
VDOT GENERAL NOTES
LECEND
VICINITY MAP
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EXISTING INTERMEDIATE CONTOUR - -
_ 33 - -- _-_
SCALE 1"= 2000'
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
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V1.
All work on this project shall conform to the latest editions of the Virginia Department of
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EXISTING INDEX CONTOUR
330
SID jUJ
LAKEVIEW ESTATES \ ---� '� 1
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
EX E/P
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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
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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
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relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
Control Handbook.
PROPOSED EDGE OF PAVEMENT
EX C&G
/ WAKELAND N
MANOR
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER = V
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3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
Safety & Health Administration and VOSH Rules & Regulations.
PROPOSED CURB AND GUTTER
PROP C&G
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4.
Approval of this Ian does not guarantee issuance of an entrance permit b VDOT when such permit is
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V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
shall be m accordance with the current edition of VDOT's work area protection manual.
CG-6
TRANSITION FROM CG-6 TO CG-6R - - -
CG-6R
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4tie �� ACRES Rte 642
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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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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
if ditches be The developer be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
PROPOSED TELEPHONE LINE T
EX.
15" RCP
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___ PIN 75-A-10
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-to,
(VDOT) to determine and where guard rail and/of paved will needed. will
be to deemed by VDOT.
EXISTING STORM SEWER --- 0-
FREDERICK O�V'NE _
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responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to
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subject change as necessary
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP. 15 RCP
/� VILLAGE we,
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be the Also,
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
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6.
An approved set of plans and all applicable permits must available at construction site. a
land use permits for any work on VDOT right-of-way.
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representative of the developer must be available at all times.
EXISTING SANITARY SEWER
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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 s
Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE -
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
PROPOSED ELECTRIC SERVICE
embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
7any
19
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9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE------6
-- -----
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PROJECT INFORMATION
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than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
inspection.
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 willl be responsible for maintaining adequate access to the project from the
on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
PROPERTY LINE
PARCEL IDENTIFICATION PARCEL AREA CURRENT ZONING CURRENT USE
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
FLOW LINE
TM 15-((A))-104 13.4149 ACRES RP/52 VACANT
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
SB-1.
Furthermore, access to other properties affected by this project shall be maintained
FENCELINE ��� ,, M_
_ F____,�____x_ F__
** NOTE: PARCEL AREA S�aOWN IS TAKE FROM BOUNDARY SURVEY BY MARSH LECCsE, DATED 5/14/96.
be minimum 6" diameter and conform to VDOT standard
through construction.
12.
Construction debris shall be contaiinerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
SETBACk:5 DUPLEX MULTIPLEX BUILDING HEIGHT
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13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
and at the end of construction.
EXISTING TELEPHONE POLE
25' 35' MAXIMUM: 35'
enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take
P P Y Y
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE---w---
- -
SIDE 10'(1 SIDE) 15, PROPOSED: 35'
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 -w
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REAR 25 25
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condition at all times.
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14.
Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
PROPOSED FIRE HYDRANT
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IMPERVIOUS CR, OVER 4T10 (Multiplex lex Onlu)
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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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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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MAXIMUM: 50io
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MAXIMUM PROPOSED: 25io
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15.
All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current
PP
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 w
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DiMEN510NAL REQUIREMENTe (2 5edroom Units)
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
PROPOSED REDUCER
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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
density in 16" lifts to 95% of theoretical maximum compacted
be P y as determined by
STOP SIGN
Min. Lot Area Min. Lot Area Ave. Lot Area Ave. Lot Area
utility verification and the proposed construction.
full width th f t i ti f 2% i l within
hod wn pus or minus ooptimum moisture for
d A Met
AASHTO T-99 M
VEHICLES PER DAY COUNT
100
Per Unit (Required) Per Unit (Provided) Per Unit (Required) Per Unit (Provided) Parking Required
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
DUPLEX 5000 SP 5441 5F 5500 SF 1506 SF 2.25
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
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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
MULTIPLEX 2150 SF 4236 SF 2900 SF 6CJ86 SF 2.25
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
final VDOT approval.
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must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
SANITARY MANHOLE IDENTIFIER
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development permits.
and further where determined necessary by VDOT Inspector.
LOT USE Tr48UL,4TiON
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
STORM DRAIN STRUCTURE IDENTIFIER O
project. The relocation should be done prior to construction.
V15.
The installation of any entrances and mailboxes within any dedicated street right-of-way
LOT CROUP * 2! yf !-EX MULTIPLEX I_OT GROUP_" DUPLEX MULTIPLEX
shall meet VDOT minimum design standards and is the developer's responsibility.
EASEMENT LINE - - -
-
I - X 12 X
20.
These plans identify the location of all known grovesites. Gravesites shown on this plan will be protected
_
2 X 13 X
in accordance with state law. In the event ravesites are discovered during construction the owner and
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V16.
If required b the local VDOT Residency Office, copies of all invoices for materials within
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CENTERLINE
-
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
12 0
4 " x 15 X -
acceptance of work. Unit and total prices may be obscured.
EXISTING SPOT ELEVATION
5 X - iro X -
21.
The contractor is to verify field conditions prior to and during construction and notify Grc,_rvaay Engineering
_ -
6 11 X
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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
-
1 ��< 18 X
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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 TREE DRIP LINE
X 19 - X
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
9 X e 20 - X
10 X 21 X
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professional engineer and results submitted to Frederick County prior to pavement construction. If a
the
V18.
Final location of CG-12 Curb Romps shall be determined b VDOT Inspector.
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11 X TOTALS 12 9
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geotechnical report has been prepared, it should supersede requirements in this note.
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23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
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of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
P,4iRiG1NC 1,45ULAT10N
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in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
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TRIP GENERATION DATA
TOTPARKING REQUIRED: 52 UNITS X 225 = 111 SPACES
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I ARKiNG PROVIDED:
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1 Space in Carag e = 52
Single Space inU/lU = 52
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CLASS
USE
DWELLING UNITS
*TRIP RATE
TRIP RATE USED
VPD
Second Space in D/W = 25
W
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253
ELDERLY
HOUSING
52
3.48
4.0
208
TOTAL PROVIDED = 129 Spaces
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(ATTACHED)
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AREA 145UL,4T I ONU
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TOTAL AREA OF LOTS: 6.6263 ACRES
TAKEN FROM
SPACE: 33326 ACRES o
Q
ITE TRIP
TOTAL OPEN
GENERATION,
RIGHT OF WAY (Sec. 1) 2.2320 ACRES C
�D
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
6th EDITION
TOTAL SECTION ONE AREA: 14.1905 ACRES
P.O. Box 1877 P.O. Box 2400
RiGHT OF WAY (Adj. 5-2) 0.2291 ACRES
Winchester, VA. 22604 Winchester, VA 22604
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FCSA CONS)RUCTION TTCl ION NOrIPES
TOTAL DEVELOPMENT AREA: 14.4200 ACRES
(540) 868-1061 (540) 869-1111
1.
Water and sewer (lines are to be constructed in accordance with these plans. The lines
SHEET INDEX
SEAL
COVER SHEET
Phone: Bell -Atlantic
P.O. Box 17398
shall additionally meet all requirements of the Frederick County Sanitation Authority.
Baltimore, MD 21297
-
Project Name:
(301) 954-6282
2.
The contractor shall coordinate with, and arrange for inspection by the Authority.
Al TUT -IN L. EN ® &E C I I Off( ONE
MISS UTILITY 1-800-257-7777
Power: Allegheny Power
P.O. Box 1458
3.
Exact locations of water and sewer services on new lines are to be coordinated with the
Owner: Address, Including Zip Code & Telephone No.
Authority's inspector.
COVER SHT
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Hagerstown, MD 21741
1-800-654-3317
4.
The Sanitation Authority maintenance department is responsible for the installation of
GRADING PLAN
2
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JASBO, INC. P.O. BOX 6
STEPHENS CITY, VA 22655
540-869-1800
water meters. Before a permanent meter is set, they require; 1) the frame and cover to
MARK D. SMITH
be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to
GRADING PLAN
3
No.0�2728G�3�71
Developer: Address, Including Zip Code & Telephone No.
the final grade of the lot; 3) the distance between the top of the cover and the yoke bar
between 18 and 21 inches; and 4) all components of the box to be in
PROF ILES
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meter assembly
JASBO, INC. P.O. BOX 6
properworking del . Itoisethe developer's/conctractr's responsibility to have the meter
PROFILES
5
�SIONAL �
STEPHENS CITY, VA 22655
540-869-1800
box emblyins
Engineer Certifying Plan: Address, Including Zip Code &Telephone No.
PROFILES $ DETAILS 6
5.
The Sanitation Authority shall install all water and sewer services that connect to existing
lines. The location of the tap and the termination point of the lateral are to be
EROSION CONTROL
1
CREENWAY ENGINEERING 151 WINDY HILL LANE
coordinated with the Authority's assistant engineer. An application for services must be
WINCHE5TER, VA 22602
540-662-4185
made and fees paid.
DETAILS
8
6.
The Sanitation Authority shall tap all existing water lines. They will furnish the materials
PROFESSIONAL SEAL & SIGNATURE
for and make the to The contractor must make application for and a the cost of
P• PP pay
APPROVAL
DATE:
5/13/98
this work.
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND
SCALE:
7.
The contractor shall tie-in a new line to an existing manhole by core drilling the manhole.
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
DESIGNED BY:
8.
A double check valve backflow prevention assembly is to be installed on any line (fire or
THE ZONING ADMINISTRATOR PRIOR TO
CB/KP
domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015
CONSTRUCTION.
or 1013. If the assembly is mounted inside a building, a remote readout is required.
JOB NO. 2085
SUBDIVISION ADMINISTRATOR DATE
SHEET
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Construction of Sidewalk Within
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S2 With Future 5
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ZONE., 52 do = 1.48 FT d2 = 132 FT
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(FUTURE RECREATION AREA) 25, 8
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10 Yr. 1115L = -126.5a
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DATE: 5/13/98
SCALE: 1' 30'
DESIGNED
BY.
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NO. 2085
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DATE: 5/13/98
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SCALE: 1' 30'
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125.9 K-val I 1205 CD K-val I 65.4 K-Val I I i O �
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LENGTH UNDER
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20
07
120,
125'
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40'
6'
28'
6'
40'
5'
30'
5'
1 6'
3'
L!
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1
401 to
000 ADT
25
8%
180'
I50'
250'
46'
S'
36'
5'
46'
5'
36'
S'
8'
3'
2'
0 t0 n a1 tf1 p r cr r cr r �0 tT1 tY 1+1 cv ! (A r Rl 111 Op an `r M
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INVERT IN
-11552
116 01
INVERT OUT
11532
11581
STATION
0+8136
0+8136
RIM
122.14
122.14
0+00
0+50
1+00
140
-135
130
12'
120
115
_705
100
12968 129.81
129.48 129.81
1 +5132 1 +5132
133.48 133.48
1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 (0+00 ro+50 1+00 -1+50 8+00 5+50
L�NN D R I VE
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35 (S)=111.46, lW)=111.46 120.01 12202 12452
125.92
INVERT IN
112
INVERT OUT
112.15 (Ex ct Inv)
STATION
0+00
RIM
122.64
1 n.16 11981 122.62 12432
2+0136 3+80 05 5+1052 8+69.99
12522 121.94 132b4 138.09
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 r0+50 '1+00 1+50 6+00 8+50 9+00
5aritar� 5ewe" Lire I'All
125.12
11+1031
138.05
9+50 10+00 10+50 11 +00 11 +50
-140
135
130
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DATE: 5/13/98
12129
121.09
12183
13+43.95
14+51.42
SCALE: As Shown
135.10
135.06
12 +00 12 +50 13+00 13+50
14+00 14+50
I5+00
DESIGNED BY: cb/kp
5GALE:
HORZ. 1"
= 50'
JOB NO. 2005
VERT- 1"
= 5'
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130
'125
u fim
Prop. Grade
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_
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INVERT OUT
STATION
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0+00 0+50 1+00
130
1
-125
130
125
120
R/W SL
1/4',1'
3�� SCOPE
i15 SIDEWALK
121.16 120.16 - 4' CONCRET
W/4' #57 COMPACTED
12038 -120.06 STONE _
1+54.92 1+64.28 UD-4 (TYP.)
125.25 12533 AS REQUIRED BY
VDOT INSPECTOR
1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
25 MPN DESIGxN SPEED
UJ,3 ter In 11A II
P
LIMITS OF BITUMINOUS SURFACE
BITUMINOUS CONCRETE
STANDARD C
SUBBASE) I BASE COUR!
1'
R.
SR R/W
1/4',1'
] GRASSISTRIP
DESIGN
MIN RAD
LENGTH UNDER
LENGTH 0.5
TYPE I
BASE
CATEGORY
ADT
SPEED
MAXIMUM
CURVE
IN SIGHT DIS
0.5 MILES
ILES OR MDR
SUBBASE
(BM-2)
SURFACE
STOP
2INTX
RW
SL
P
SR
RW
SL
P
SR
(MPH)
GRADE
2 C/L
AGG BASE
OR
(SM-2A)
MATERIAL
(BM-3)
LOCAL STREET
0 to 250 ADT
20
SO%
120'
125'
1 200'
40'
6'
28'
6'
40'
5'
30'
5'
6'
3'
1.5'
STANDARD TYPICAL SECTI❑N FOR
BAYBERRY COURT
9
---
Ex. Grade
Prop. Grade
-------
06
LF 8" PVC g
0qa
134 LF
8" PVC �' 050,
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INVERT IN 111.46 11832
INVERT OUT 111.26 118.12
STATION 0400 1+33.80
RIM 1252(o 125.43
g q i o o a s ri
730
'125
❑20
�15
11+50 12 +00 12 +50 13+00 13+50 14+00 14+50 15+00 15+=
Prop. Grade
bX or
3.5'
in.
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PVC
i
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6
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i15
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
-130 I 130
125 125(
120 I -120
119.44
11924 120.14
3+19.44 5+6161
12638 129b6
2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
5,3 r i to r� Sewer L ine 115 11
im
n
op, Grade
_
-
I
Ex Gr
286 LF 24'1
RGP 0b9�
lass I
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-
131 LF
1 � 0-10
32 L
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-730
'121,10 - Emergency Spillway
121.00 - 10 Year WS Elev.
-125 126.00 - 2 Year WS Elev.
-120
�15
INVERT IN (S) 119.14, CW) 118.89
120.16
120b3
122.60
INVERT OUT 11639
120.06
120.38
122.60
STATION 0400
1+30.93
1+63.13
4+49.61
TOP 123.00
12533
12528
121.10
ri rip ri o ri ri ri ri ri ri o o ri ri ri o
Storm Sewer Line 1111
5GALE
NORZ. 1" = 50'
PERT. 1" = 5'
H
�
II II II
U Il
1.4
O
Q
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a
�
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DATE: E03/98
SCALE: ,4s Shown
DESIGNED BY: cb/kp
JOB NO. 2005
SHEET 5 OF 8
cD
rn
0
0
a
Iv
cn
3
T�
U
Ln
co
0
CU
CD
CD
145
140
i35
-130
125
120�
18'E
GL-I
36 LF 3fo" RCP _
Class 1 6 0.5c
110
0
d)
�35
-130
i
-125
i0, EC-1
CL-I
�20 W
- - a� - ----�
`a ----
I --
I
i
4 V
i
148 1
F15"RGP�0,0s°
Class III
<R
z
------ -- _
_ .. - _ --
---__ .. --- C1 ,
INVERT IN
INVERT OUT 124,02
STATION 0+00
TOP
�35
130
i25
0
t-120
124.16
1 +48Io6
128IoO
1 +00 1 +50
Storm Sewer
LIIII
135
l3
10' EC,
CL-I
'12
135
'130
15" RCP
I g 0.50q°
-125
-120 Itu_-0 Z I Jai `-� 01 120
INVERT IN 129.68
INVERT OUT 121.14 129-48 12SB"I
STATION 0400 0+3430 0+13.13
TOP 133.48 133.48
Storm Sewer
I�� II II
Storm Sewer Line ''A''
�35 �35
130
-125
10' EC -I
CL-I
-120 W
�X
-
---
' - )
141 If
15" RCP
��!
Glass III
INVERT IN
INVERT OUT 124,00
STATION 0+00
TOP
ffP 4T0 i
140
'135
-i30
10' EC-1 Ad
CL-I
�25
730
-125
13
124.14
1 +41.48
128.60
0+50 1 +00 1 +50
Storm Sewer
Li� II II
F
1
105 LF GI
P 9 2 009°
ss 1
I
N
�
IE
tu
U
INVERT IN
INVERT OUT 129.41
STATION 0+00
TOP
140
-135
'130
-125
13151
1 +05.00
134.15
0+50 1 +00 1 +50
Storm Seiner
Lire II II
'145
140
735
'130
125
120
�15
121,65
8+11.94
126,53
1 +50 8+00 5+50
SCALE:
HORZ. 1" = 50'
PERT. 1" = 5'
SdN/Td RV / d TF/Jd / Td R/ F
LOT NO.
RUN
STATION
INV@ MAIN
INV @ LAT
LENGTH
INV @ END
1 A
1 B
1 C
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
2B
9-10
0+16
718.40
719.16
49
720.17
9-10
0+39
718.52
719.27
51
720.33
3A
3B
3C
9-10
1+05
718.85
719.60
50
720.64
9-10
1+27
718.95
719.70
50
720.74
9-10
1+56
719.10
719.85
47
720.83
4A
4B
10-11
0+51
719.72
720.47
55
721.62
10-11
0+78
719.86
720.61
55
721.75
5A
5B
10-11
1+31
720.15
720.90
41
721.75
10-11
1+40 -
720.20
720.95
10
721.16
6A
6B
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
7B
9-10
0+89
718.77
719.52
10
719.73
9-10
- 0+61
718.63
719.38
10
719.59
8A
8B
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
9B
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+75
723.20
723.95
10
724.16
4-5
1+19
723.42
724.17
10
724.28
11A
118
11 C
4-5
1+83
723.74
724.49
10
724.70
4-6
2+14
723.89
724.64
10
724.85
4-5
2+68
724.11
724.86
10
725.07
12A
12B
12C
6-6
0+31
724.68
725.43
10
726.64
5-6
0+79
724.92
725.67
10
725.88
5-6
1+20
725.12
725.87
10
726.08
13A
136
13C
13D
6-7
0+64
726.19
726.94
10
727.15
6-7
0+90
726.37
727.12
10
727.33
6-7
1+11
726.48
727.23
10
727.43
6-7
1+54
726.69
727.44
10
727.65
14A
14B
6-7
2+28
727.06
727.81
10
728.02
7-8
0+25
727.42
728.17
35
728.89
16A
16B
7-8
0+41`
727.50
728.25
48
729.24
7-8
0+59
727.59
728.34
50
729.38
16A
16B
7-8
0+81
727.70
728.45
40
729.28
7-8
1+07
728.17
728.17
13
728.44
17A
17B 1
7-8
0+90
727.74
728.49
52
729.57
7-8
1+07
728.17
728.17
21
728.61
18A
18B
18C
6-7
0+65
726.25
727.00
55
728.14
6-7
1+03
726.44
727.19
55
728.33
6-7
1+48
726.66
727.41
53
728.51
19A
19B
19C
5-6
0+60
724.82
725.57
64
726.69
5-6
1+05
725.05
726.80
65
726.94
5-6
1+38
725.21
725.96
56
727.12
20A
20B
20C
4-5
2+20
723.92
724.67
64
725.79
4-6
2+62
724.13
724.66
54
726.00
4-5
2+86
724.26
725.00
64
726.12
21A 1
16- 21B 1
4-6
1+15
723.40
724.15
55
725.29
4-6
1+61
723.63 1
724.38 1
55
1 725.52
PuLad Speed, 46 F'IP11 Dill
17a''-Ci7 Ta
tASKER ROAD - ROUT 642
_'----:•.�, ,4,9 11.-�•..' �t`t` ,h ,r ., e*°' m �m vo4�, �,- h m- 3 ayT4•ee ... a+- ��" 4
- - -- R/lU - see VDOf Plan e0642- 3d-218 e
e �.� � ,ate _"-•--- y--_ _ Q
Oc JOd Taper D aw Tun L. W
_ •�� Mal a.Tar Tsr _ =mutrmuu �a- - ,:I, 11A
__._�, N4T7S1l4• W-aOSb`._ Ci%
loon
is
fD1
•PARCEL 'A"
O�..,.. • PEN SPACE•'
.^n •___._. ... .,,
,�`` \ 60 - 4' WHIT PINE
PLANTED VON CENTeR T
� ` _ �,. - -� �/- ,` I ` i - •'L �' _-` - fix\ ' '---- �'-
20' 6LoIm Drainage
,\ 211- LOT 9D LOT 9A LOT YD LOT
a.' 54410
LOT 3c �' p-I "
913e+ 1 T-1 T-3
o -
__.._,._..as
IA
IQ
6!
'1t
tP Y
O
^_ 0
O
FIGURE 3b - DETAIL TO BE
USED FOR A SINGLE UNIT
W
W
V
W
C\2
o
0
ILD
� Co
`° to
Z
$.
x�
I rn
�
W
a�
0
W
p
ato
Q) yC
0
E- fT.
O O
N �
AIMRI n
L=ERGROU?
W
INCOAPOAA/LO
ra
ry
1. WMI !•toy+e BRM
P.D. go. 1000
•1•rnMNr�n, N•w Vo•. IarOF1000
(r 1.1 .Sa•.404
to ` Q Q 2' -D" I p• -p^ - 1 BROOM FINISH
J J -1 -1 -1 (MIN) I (MIN)
> >
PLACE 4 W" DIAMETER ANCHOR BOLTS
W 'ram- USE TEMPLATE TO INSURE AL ONMFNT
50.00 VC I `�
226-45 SD h = k I CHAMFER EDOPS, IN LANDSCAPE AREAS.
TOOL FLUSH W/ADJOINING SURFACES
152 K- Va I
-145 145 ^ IN PAVED AREAS.
-140
i35
l30
125
IIE�H 1 ELOPE SURFACE A" PPR FOOT
ALL {IDES FOR DRAINAGE
4"
CHU PEDESTAL
414" DIA • ANCHOR BOLTS
BUTYL RUSHER PAD
140 411••
MIN MATCH EX13TING GRADE IN PAVED AREAS
_ ..ice
4 RODE ON 14" O.C. MAXIMUM, EACH WAY
N _z
• ♦ ' . OPTIONAL COMPACT GRAVEL OR
CRUSHED STONE (OMIT WHERE SOLID
• �i ROCK OCCURS) •
7" TYP
�3�j I �••j 1• r MAXIMUM FROST DEPTH
L� FIRM UNDISTURBEO BOIL 044
I WELL COMPACT FILL
General HOME
1. Concrete shall have a Domprossive strength of 3,000 PSI (M 28 days, contain 4% min. - e% muA wr
onlrsinment and be placed with a Th" - 41V slump In accordance with ACI 301.
-i30 2. Reinforcing steel rods shell Conform to ABTM A010, grade 40.
3. Anchor bolts shill conform to ABTM A193r BOM (310) stainlase stool.
AMMAR
FIGURE 3a - DETAIL TO BE DER GROLN"
125 USED FOR MULTIPLE UNITS N( ORI•CNIAi ,
P.O. eo. 1000
,() T- ;! tr n N m r- J«n«w 71s1 a- 4.00 roc ,o 0
0 Q1 r t= t-- � to 0 rA to r r vSS L �+---
t+l cT1 m m nl rr1 cr9 Kl ci1 d'b <i1 I (MIN) (MIN)
9+50 104-00 10+50 11+00 11+50 12400 12+50 134-00 w r � r l
I PLACE 1'A" DIAMCTEn ANCHOR DOI Tp
�{-- USE TEMPLATE TO INEURS ALIUNMLNi (I r/•)
YRI ��-�
51
O I r CHAMFER PDOaS, IN LANDSCAPE AREAL. 0 a '� ljT ,i TOOL SOGES FLUSH W/ADJOINING
SURFACES IN PAVED AREAS.
7E( tT TI' i
w b L - - BRDOM FINISH
N O r ^ SLOPE SURFACE '.t" PER FOOT
ALL BIDES FOR DRAINAGE
2" 44" DIA- ANCHOR DOLT!
+' BUTYL RueeeR PAD
MATCH BXISTINO URADS IN PAVED AREAS
� w•
MIN
4 ROD! ON 14" O.C. MAXIMUM. EACH WAY
prop Coadf
i
i
124%
-2
>
x
10
-
o
(d)
W
T
J
E
a
o
m
i
OPTIONAL COMPACT ORAVEL OR
CRUSHED STONE (OMIT WHERE SOLID
�LI
. +
.1.
ROCKOCCURD)
1F7-�(
I �r
MAXIMUM FROST DEPTH
L 1-• _ � _
_ _ _• J�
II
'1 II
T 1�
FIRM UNDISTURBED BOIL OR
WELL COMPACT FILL
*IIII--IIHII--iIIIIF
12" ORFICE
STD PRECAST
MANHOLE
STRUCTURE
(NO TOP)
129.01 = 100 YR WSL
12858 = 10 YR WSL
121.18 = 2 YR WSL
STD PRECAST
MANHOLE
STRUCTURE
(NO TOP)
12" ORFICE
INV. = 122.60
24" RCP
128.40
24" RCP
12" ORFICE -
Fonb Outlet Detail
24" RCP
>
General Notes
F21 c-I
I' 11 11
E--1 >
1. Concrete shall have a compressive strength of 3,000 PSI a 28 days, contain 4% min. - 6% max. nu
entrainment and be planed with a 31A" - 4rh" slump In accordance with ACI 301.
^
I�
H I/E�-'
2. Reinforcing steel rods shell conform to ASTM AB16, grade 4o.
��rl-1 ~•"I
E
3. Anchor bolts shall conform to ABTM A193, BBM (318) stalnle" steel.
�4 E.
O
00
'145 -145
W
�D
�35
-125
r I
j
I
Prop Carade
I
i_
I
I
-
I
I
! Prop 8" Water
Main PVC
Is >
Ix
I
I� 3
Tc2___.___--_._
1 0
f
la+'10
9
oQ1'
� � W
� � Q
140 (z,
�35
130
125
v;
rn
0+00 0+50 1 +00 1 +50
Wa ter r in "G"
DATE: 5/13/98
SCALE: As shown
DESIGNED BY: da/kp
JOB NO. 2085
SHEET 6 OF 8
CC)
rn
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cr
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co + 00
CV
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+
-ORARY PIPE SIZING + 4 C\2 co �20 + TEMf
�Ar C\2
DRAINAGE Ai;, z s:ii Ac. co W LO
QU
me C 0.40 0)
Tc z 10 Min N,
+
C\2
L0 C\2
21.4 CF5
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+
+
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a
41
SECTION I
AUTQMN GLEN
ERo0ION AND SEDIMENT CONTROL--
NARIIZATIVE
N +
DeEl
INN
+
-bl'a a ]'�Oa'2 of the overall development " 6
irlptlon: Autumn Glen S -of- land n '1�L r
dapl4tecl on the Master Plan a Plan showl�!
Itled,-"Master De�>elopment
For L�nd Along Tasker Road". Undt!�r the Section I p,?rtion of the project, 14.5 are tjr
9 IFU
b disturbed to construct 5�2�welling units
acre
t "I'Soo ftiqet Of �AIlc roa� and a so I tad i - -
utilit, S. -----
N. 'N
r traction. Date
f -ompt ctlon: strpaticm will begin Following pla6\approval anci�wlll take -4-
AF
Vl�lsjr to complete. appr4lmatal� one ow U)
site (::;0frdItIbns.- The site is current) vacant. Vag( -tFK-- S�te consists I t f
+
a,mix ct ��uKQ growth trees and grassland. The existing and afN,the center of,the sits to 4-
0
ret,eflned and converted Into the stormwater management factiltS for Land i!3aS 1.ti
Ad,j4cImt areas: Autumn Glen, Sectiont-ft, bounded on the north bye sting Tacker'.,
� ad,•
the South, east and West bg vacant r" qo
Off s1te areas: No off site areas are to be disturbed under this applicatfip
4-
Soils f --&oil conditions were obtained from the +
mrLmatlon: The existing US �P-Jls
Surve�: The soils on this site conalst of Clearbrook Channerg,, Silt Loam h6 za�d
Welkert 0c3
arks ChannerS Silt Loam 141C). The 5 soil has a moderate erosion
and severe wetness when excavated, the 41C soil has a slight ;erosion hazard a — ------ -
A
wetness hen
excavated, t-,
t
Critical a eas. There Are no -..critical areas on this site.
Erosion sediment control measures: Control of erosion and sedim lo-at' n f4r this
a d ant
site shall achieved bS installing the following.
71
1. Construction entrance. LYNN
2: Diversion Dikes. DRIVE
IF
3. Tempor rq storm drain.
4. Silt renle. + X-1
5. Inlet anco outlet protection.
+ 6. Rock c"ck dams,
1. Sodding
Iv
�4
Fermanant �tablllzatI Once construction Is complete, all disturbed areas not b�tllt
�
upon or payed shall be covered with a minimum of four (4) inches of topsoil. Fertillier, j \ / , ` - . + "' �� ��� ® } '"'
E-
Seeding an!a blanket of straw shall be applied tot the topsoil.,
Stormwater anagem ant.- The st("'water management �calculatlone for this site are
T
0 >
enclosed 4h this application.
on the site
Maintenance Program: The erosion 'and sediment control,.,measures installed >_4
E
shall be malAtalned by performing the following. 4, E-
�1_ h +
1. The site "erintanclent shall inspect all erosion and sediment control devices a �71 Z
r:) Z
after a P4 C
rainfall and It least daily during prolonged rainfall. Damaged or deficient co.t*015 shall be -------
�D
repaired or Improved immediately. E-
CD
_rVas construction activity to insure b U
re W �D
Q W
sewer
_�.'Pertrja :deficiencies re so Include the Installation of rip rap at storm 4-
<� ;, li \ i _ ___._ _ .__ ' \ , `
n control measur'
2 The Site( s�perintendent shall inspect daily the _a
erosion dontJol effectivem", a. Additional measurss�thall be Installed ImmedlatelS where
F und.
nent 610
outfalls and tiroestablishment of grass on exposed surfaces disturbed in the -construction
I
...
process + . ERO51ONAND 5EDI-1ENT G0�TRCL �EDGKD \
Erosion and sediment control program
1. Install c ction entrance. X
onstrL Proposed Check Dam
r ur
2. Clear md ub the areas necessary for Installation and install ths'cllvsrslon dlkp�
st6rmu jater mam�gement pond, temporystorm draln, Silt fence and storm sewer rWfrc>m
CE --s-fte and begin UtIlits Installation. Proposed Construction Entrance Cl)
3'. Rough grade the
,on for all storm sewer inlets and OL
4. Provide Inlet, and outlet ;tFaA as they are 0
constructed, and Sod outrall channel. Proposed Divergent Dike', -A
5. Fine grade the site and install the road subbase-arfd se pav`lnez,
Temporar� soil A
stabilization shall be applied to all cllsturbi�q* areas within 14 cTa�;*'IE-tte ar6k-4o to remain
N Proposed Inlet Protection
dormant for more than 21 days.
Via. After approval by the inspector, remove thee- iemporam �trol devices and stabTttie theme J i ' 1 j \ ,/ ` f\ 0
c,6
Proposed Outlet Protsc�teh
a,eas disturbed during removal.
NOTE: �\LAND DISTURBANCE PERMIT SHALL BE
Note, The Frederick Count � Public Works and Engineering Department retain the right to q.,
05 %,411NEE) FROM FREE)ERICi< COUNTY -DPW
mad/or modify these erosion me the construction Proposed 5ilt Fence 'N
acid colon and sediment c6mtrol measures during O10
proc , a IthIn- eason, to ensure adequate rerectfon to the public and the environment. 10 TO 5EGsINNING ANY GR;4Z)ING, A C
611,w
11 In
_E PERMIT SHALL 5E
-------- OSO
TEMP RY ENTRANC
Seeding Schedule (soil stabilization): Proposed Sod
05TAINED\FROM VDOT PRIOR TO C;OtVENCING
m Spread top�qll at a minimum dept-K of four (4) lnc�_
1. Spre WORK.
rate 32 lbs. per
pulverlt6cl agricultural -ta of c
2. Inc 4 A, DATE: 5/13/98
A
1,000 Square aa�t'(2 tons par acre).
orporate ral limestone into the topsoil at
f
3. Fertilize with 10-V-10 Fertilizer at a rate of 23 [be per 1,000 Square Feet (1,000 166'-per
x-,
acre).
I
4. Seed/all areas wltn a ;six consisting seed of ro1ge Kentucky 31 Tall Fescue and 33% SCALE: 1' 60'
Z i
Red To
5. Mulch all seeded area6\, with straw mulch applied rate of 3,500 The per acre,
�0 Clover,,,
DESIGNED BY cb/kp red with cutback per acre.
anch6 ck or emulsified as applied at a rate of 200 gallons
4-
MID AM onocz
SHEET 7 OF
C-)
„1
CRJ v
V L
CONSTRUCTION OF A SILT FENCE TONE CONSTRUCTION ENTRANCE PIPE OUTLET CONDITIONS BLOCK & GRAVEL CURB INLET DIVERSIONS ROCK CHECK DAM _ z
'
(WITHOUT WIRE SUPPORT) '` �
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH A A SEDIMENT FIL TER W
UPSLOPE ALONG THE LINE OF 70' MIN, EXISTING 2 ACRES OR LESS OF DRAINAGE AREA: w
STAKES. PAVEMENT
A .3' CURB INLET 107. SEfCIEMENT
6'MAX, r S:1 1
0.3' FREE BOARD_
7- - o ------------- 6"
FILTER CLOTHS 6• MIN. MOUNTABLE BERM �_ - ----------------- - ----- - - -
/��" - _ DC81CN iwx OLPTN -- 3'
(OPTIONAL) 0
- PIPE OUTLET TO FLAT l - - - - FILTER CLOTH
SIDE ELEVATION _ _ _ (oPTIoxAL)
EXISTING GROUND - AREA WITH NO DEFINED
�l PLAN VIEW CHANNEL ' t�' �
/ �1I= r / - 70' MIN. (DOWNSTREAM VIEW) UJ N (n
FLOW / / - T 00
WASHRACK 10' MIN. L TYPICAL PARABOLIC DIVERSION VDOT �I I N v
"'.I. (OPTIONAL) _•� - a _. _ ._. --� d
C COARSE AGGREGATE -C (LI
MATERIAL 4. BACKFILL AND COMPACT D -' - �_ L (3) �0 (U
3. STAPLE FILTER ATE L
TO STAKES AND EXTEND THE EXCAVATED SOIL. 12' MIN." WHIM. - - 1 FLOW 2 d L �D Ln
_ EXISTING d WIRE SCREEN CONCRETE BLOCK 10% SETTLEMENT 3
PAVEMENT 0.3' FREE BOARD
z J>
o t'U
IT 0 THE TRENCH. - I `� -��� �GRAEL
/ SECTION A -A cLJ COURSE AGGREGATE TO SEDIMENT 1 _ W
Des+cx r uw oclmr ILI__ 0/ Q�
KEY IN 6"-9'; RECOMMENDED FOR ENTIRE PERIMETER
SE A e1 I ~� POSITIVE DRAINAGE IO' MIN. - C I
LA B TRAPPING DEVICE A RUNOFF - -- - - __ 2-10 ACRES OF DRAINAGE AREA: S
• MUST EXTEND FULL WIDTH I WATER WITH OVERFLOW FILTERED WATER- -- -- -- - -- -- - U7
� II ll OF INGRESS AND EGRESS - SEDIMENT�-
/ OPERATION PLAN VIEW A ado (MiN.) _ _ U Q) X
/ -------- --• t^i:q:::::•- __ - ., � 1� L(7 Q/ Q
�1►11= ��� �1l1 12' MIN. TYPICAL TRAPEZOIDAL DIVERSION `J � 3
+s ?r j
FLOM /
(Till = Ill �Tr 3' MIN. PIPE OUTLET TO WELL
II SHEET FLOW INSTALLATION �I m - Y MIN. DEFINED CHANNEL. SEDIMENT I , I� FILTER CLOTH - U) Ln
(PERSPECTIVE VIEW) PLAN VIEW lox SETTLEMENT l (OPTIONAL) - - L
-- N
O
/ • __-_-_-_--- (DOWNSTREAM VIEW) •�'
FILTER CLOTH J
--
I I SECTION A -A L 8 z•• X a=..WOOD STUD ______ __ I ! `, .� �
WIRE SCRN 0,3' FREE BOARD I :I
CURB INLET i! ' _
FLOW - Q1 rr••+r��
A l J'1NM. A 6'--r _ -- _ _ DEMON nnx DEPTH '� 0r L
\ I B I \\ - - -_ - VDOT N1 P
- ���jL � ' , i � /_ - -- •, :-, • -, _ - � -=-- -- =- _ _- - -_ _ - - -- COARSE AGGREGATE (�
' 0 q
' SPECIAL APPLICATION � W
FLOW
\ /////� • ' /����� SECTION A -A �• THiS METHOD OF INLET PROTECTION IS APPLICABLE AT - - `'J 3•
////� `f _ `s \\\�� FILTER CLOTH KEY IN 6--T. RECOMMENDED FOR ENTIRE PERIMETER CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
//�� Illlllll�ll�i NOTES. 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, CABiON 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. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
TES 3.18-3 AND 118-4.
DRAINAGEWAY INSTALLATION SECTION B-B 3. d - 1.5 TAMES THE MAXIMUM STONE DIAMETER, BUT NOT GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE CLASS I RiPRAP
(FRONT ELEVATION) LESS THAN 6 INCHES.
-- - i
Z V
H
W
METER BOX HARDWARE --
trench width A, A. Amon P� i� -~) i�� merhimer v.sanIII -MPNG METER SIZE YOKE # ME -TER A SERVICE OX*1
as required O T' OIA. DIA. METER BOX COVER
�: to- be" a• I Ford non -traffic Ford C32 SILT FENCE CULVERT INLET
.RI3/4" 51T x3/4" (20 gpm) 18 in.
6" dia. schedule 40 3' Ford Ford traffic Ford
30 monitor C32H PROTECTION
•e ' �' steel pipe filled with e - ( i
-: a 1" 5/8" x3/4" (20 gpm) Y504 24 in. cover W RML-12 to lid * 2
.� concrete and painted p, �1;: c 1" 3 4' 30 m Ford 24 in Ford no. 30 monitor *2
yellow Z _- new manhole ENDWALL
••'• concrete pad V-6" sq. x 6" dee / ( 9p ) Y504 cover W RML-12 to lid
e.rxn bDll^
pa.vw.ebox .. a getsvaMabo% 1" 1" 50 m Ford 24 in Ford no, R monitor *2 base section stub 3-5k.
I.Idlllexb.d tle/a1 .a,e b.ddrq ( 9F ) Y504 cover W RML-12 to lid ev;oflng line existing line W �
18'dia. 1 TYPICALk 1. In non -traffic area - 12" thick polyethelene plastic t 2" 4" with ~
SECTION
is area - reinforced ncre a with 3" h' walls Tea x wI -----------------T---- -1----------------- ----
• concretB :::.� :: TEE. 1NYE-ORPLUO • In traffic to treated pointed blue �����•-� ����- �-� •�•� ........
�• `�---T-�
encasement ;;; 3 m, `:,'..!;:.. ! i nt.uawopolKm DIh.INno^+yt»wr.grdwN deroh.herdelov.a.n * 2. In traffic area - 3/4"x30"osteel plate with 22" dia,is P e P E OF FILL
," ......" m,, _ CULVERT _.
,. , ....... m;• ... • . • rum!!
ar -DI t2 nK.ro +o .nd•m•Awtlpe centered opening and for coated both sides is to be
concrete , I!,tn � n iniil oolv.ewAw,e, erd ew panda• bound b comp• .Irrnl/M
TO
i j m . the 1I :w,d apart u dimurbed Anil. The beerl^p dirnemone mete cover I
thrustblock I�I n!!.,liiil€ Il Ilr' lii.part.ndi.e«twd•dt•iw0ninan..I-. 9'-te•INn.tvtreKvm•IKP. placed between lid and reinforced concrete box, set 2 above
b OC ! ... below I. A. B. C dinen.lon.. n r riot t
BOLLARD DETAIL
f;n'ii` i lri!: !a:! h 9 ode p I 1
i sodd
ing
1 B"
r' required to s varies as e u d i o repair
I
q 9 ep
CONCRETE DIMENSIONS FOR HORQONTAL THRUST BLOCKS ------- �I 1
a' 11w,ImUm-
M1nKXl,�'VM15M1K11 ••••S,IIM1IAKLIVIIAXXMYIIM1IM1lM1l,tXM1AXXKMM aallplliig I I
Screw type ? E / I I - -
. i PI Plugs, Wyee a 11 1/1° end 22 1/2° 16° end 90• aliaRR(I • ' >!'�*lam
adjustable valve !+' i I» 1 x 6" stone bedding
I ! I 36" min. Die. Ten Benda BerMs o a.rporation I I 1
box i - A B C A B C A e C stop18" -21' meter by F.C.S.A section of line to be removed _rt
S stone bedding meter CIE
> 6• r-o• a-9' raj o'-9• o'-9 o'•9" ra" o,-gr 9 :•;i?::.:.•:;:. surrounding box �f-� 30" deep
direction of setting to be approved prior to installation i- a V-3' a_9" V-9" 0'•w 0'-91 0'-9" 114r 0%9- 7-7 ICUT IN
t locator peg ! !!; l,: to' 1'-6• 0'-9• ZJ" V-0' 0'-9' 1'-3• 11-V 0'A" 74r On lif
check Vol ---- ---------- -- ------ -- ------------ ---- M
u valve megalug i 9 r/I Op
12• r•9• r-o• 7•e• t'•3• t-o• ram• z•o" 1'-a' 3'-0' I 36'min. with drain valve -' --- }r �
to main / / 1 . 7-o" 1'-0' T-0• 1%3" V-O' 1•-6' 2.6' l'-0" 4•-(r / N
megalugs ! •:I 45' 8"min. angle yoke I I L (U
megalu£ 16' 7-3' 1'-0 3. 6 r e r-o 2-0 7-e r-o 4' 6 - ba I valve LJ Q(U Z
as required concrete pad V-6" sq. x 6" deep ,f�;'•}�;} ' t�tr},ti',•' TOE Or FILL
:� ,I. {.,.{.,• ,.,., 18" 7-6' 1'-3' 3'9" 1'-6' 1%3' 2'•0" 3'•0• V-3" 4--9- o
,':., {?L:L?� ti:i'•{:{ 20' 7-9• 1'-6' 4'-0" 1'•9" 1'•6• 2'-0" 3'-3' 1'-6' S'-0' •f�� type K copper - • 0 'ter
,.,.,. ..,.r•,• tubin continuous Z
It.,.,., 11 114" THRU 90° BENDS g•
Z min. - 6" max. ;t, ` }.r.r.r.
�,.,.,... „ II!P!I:: i1 .,.,.,.,.,.,.,` S?{.,?•.. ,.,.,., without oints from 2 ft. ¢ J
4: ••',iG•?• }•,., . •ryi ±{}r....... :r{r{r.r.r.r.ry} .r••r.r{? r,� `?{r1 J SILT FENCE
1 �?{r:::Ar`i 'i'i'•i�i� +:}.}`,.J}4� . '.i.i.i'•i:}:}:i-r '}:r'•}•r }.,.r.i. water main LO meter
TANCE
, , 1.\.,.,. .: }'4}\}Li, main � 1 6 stone bedding � SSTOWARDSEMBlWKMENM IF FLOW O
O Pg'
METER SETTING PARTS transition to meter barrel sedan FLOW
i
screw type thrust i8" to 24" "«• velvnto* over aeO•and setting as required
embedded In cenervis thrust blodd. line meter angle yoke angle check expansion
3.v size 9iZC yoke ball valve valve wheel curb & gutter
F i adjustable block 8"x 8"x 16" solid block street remove
Mane stone to be minimum valve box - - (for valves larger) ___ 3/a g/kxJ/4'Y502 BA94-223W HHCA94-323TD-G EC-23 °� OPTIONAL STONE COMBINATION
:I FITTING e�F Iwo aI2E NO- Roos xMaFe Nr
P t,s 1" 3/4" Y504 BA94-344W HHCA94-323TD-C EC-23 3' v
of 6" above to of base ' locator �t? +z• a LESS e 2 Sir
r:JrJ.ar`f1far�rtrv'iii{► tit{ris• I Peg ttf fc ' y n
L ,s, ,,.' }' .,i`• Cando• 1" 1" Y504 BA94-444W HHCA94-444TD-G EC-4cl
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`�`J �� ,•r megalug5 1: 1 �' to back
,,f:,Z•• • i},r,r r•r ,ri tii • .... IN TA Tl N
VERTICAL SEND
S LLA 0 NOTES: -sidewalk 1.0
.• . _.. FITTING VOLUME OF THRUST BLOCK IN CU. YD. ;O - n .. 6" stone bedding • - -
!i - Wane beddp SIZE
11-t/4" 22-1/2" 46" 90° 1, ExOCt location Of meter box assembly - -
' 6 1.3 to be approved prior to installation. 1. set barrel section over existing line
1.1 2.3 2. Water service crossing street shall be s 1" type s you
- •, �' r�rr:r•J•J•J�l:Jti :riJ}{'r'i•}.r•r•r.
' + y ,•,•, �•,•,•,•,• YP 2. r manhole base and invert
- Tr_ I j 4'• �•� s �• •�• THRUST BLOCKS FOR VERTICAL 10' 1.8 3.7 - - o K p 3. remove top section of existing sewer
E • • ;{ •. ?J. mechanical jolts 12° 1.2 2.B 6.6 encased in 2" dia. SCH40 PVC or M ; co er ; Ftow ro
r•"r :r1 -. {} >i}i UP BENDS SHALL BE THE SAME v PP line to form open channel 2 S•
s r• •. r•r swivel tee with 14• 0.6 1.1 3.9 1.6 SDR21 piping. The piping shall run fromp v
tYP n DOG HOUSE
_ ')r. Y• AS FOR HORIZONTAL BENDS. one foot beyond sidewalk, across the copper for
' C,rti •};}�++!{ 6" branch 16' 0.9 2.3 6.1 3/4" e K
` {?:.i •?{?{•..{:,..Sf: ta' 1.4 3.2 6.3 PP
?y """"" - street, to one foot beyond sidewalk. single meter
• • 20- 2.2 4.5 7.9 -
installation 1"x3/4" Wye
DUAL METER INSTALLATION
FIRE HYDRANT ASSEMBLY GATE VALVE CONCRETE THRUST BLOCKING rr + r _ _ VDOT #3, #357 OR #5 COARSE AGGREGATE CLASS I RIPRAP
Figure 9 Figure 8 �t,ro 2 5 8 3 4& 1° METER INSTALLATION
g F r
NEW MANHOLE ON EXISTING LINE TO REPLACE SILT FENCE IN HORSESHOE " WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
- Figure 5 Figure 14 Q,
AMENDMENT NO. 2 - APRIL 1997
top of manhole at grade In
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pavement areas unless aAherrvlee directed ; SOR 35 spigot SDR 35 spigot by � I�
general twc►•fNl gerterel b 1'-6' top shell w set 1 e" min above grads in easement areas by geskeled SDR 21 gesketed 1
square skid pad 9'thick -
6" O.D. 8' O.D. I boll 45" bend Sell adapter locator peg I 2
contractor to grout manhole rl E"1 Imo,
cover in ace ✓-
P1 {,�1 �}�jJ
4• II 24' I V 2 carefully compacted carefully eorripseted
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I kt!II II e eat bac act backfl _ s se 4 loo
ks 3/ ' 4 oil -•I:!:!,I:,,r.!u!„
rolil:, h-�
stone•::,:i::I ... ,!!II!!:i!3: 1,
T I-1 O 1--1 rLt
-6" aggregate 6" adjustment dogs (I I* max.) 3' minimum �1
O O agg eg t s'!' �4 II----��
F--i i D
1 : •. j : 0: 1/2 O.D. i SIGH 40 E-1 E 4
solvent
6 6" S 4' _SDR 21 asketed Weld cap
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cast iron cleanout cap with brass plug ` stone aggregate -concrete i'! gasketed bell Wye pipe and fittings
R 35 I
having a Countersunk square head Q W
CG 6 CG-98 c
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concrete ASTMC-150
Panetta Model PA4SV-CSK (4") $1ANDAj3I2 CONCRETE CRADLE 400o t It2-or 16" (typo ! PfO�'h' E% w
Panetta Model PA6SV-CSK (6� P line 1 EXPANSION JOINT-
...e a
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finished tads between joints and on
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general backfill general baoMNl exterior side of joints a O V 1
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square concrete skid pad O.D. O. D, g EXISTING OR PROPOSED I V
IIOEWALK OR SIDEWALK
9 PAGE
j0im9 are t0 w Healed u ; T
with "O' ri asket F
20"x 20"x 12" deep 6"- 6' 8"
Careful variable I [WIDTH OF ENTRANCE
j 24" carefully compacted oorrnI d 24• 4.0• - 36" min. a, I o € rr
concrete -select backfill I.D. I cover E s; E v z W
aggregate base select btsckfill
-Pipe to manhole p
(depth 3") - ......,.. _6- 6" Connection tow E' 4"� a I o 622
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O.D. O.D. by flexible ateew "R UN PAV EO SPACE LURE INCLUDED IN z Q Cow U
invert channel to gravid ENTRANCE GUTTER e 2 e - W
cleanout pipe _ 1/2 O.D. ;..', smooth transition In to out 3'•0" min. ¢ i $ aUl
for all connections 4'-0' me : I' .. , ... \ .A' . �- o W m ._ •�� -
Z-0" max. _ x -
SOR21 6" 8" grout bottom of to of bench-watl FLOW uNF o
OO P 1' : 1' •• - z
stone aggregate concrete o lorm chenn I : !'I!!! "w"`
'A - �.'.:
rn sanitary _a same eiev. es ,r;I!; �. treated 2"x 4" Ankh A .
sewer main top o1 ',A: ' _A- A : .A
pipe t 6" painted teen in ♦.. WIDTH of w
a --I aP P 9 'A: �:. :', .,"A. ..1. '. -.'. j • �EXI`11111.11 JOINT is F a
45° bend ScQZ1_CRETE ARCH - CONCRETE ENCASEMENT - '-
e.i -�, GUTTER a
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4' i t 2. % a 00
repave a P.� e: y.:. o z'-0,
ii saw cut to be made at L minimum grade a` . '. •,' A _- - -- The bonom d the curb and w
O �r anginal thicknaSS ;••,•,•,•,•,•••,•,•,-,.,.,.,.,.,.,.,.,.,.,.,.,.-,,,,,,,,, •• er may be Constructed MAIN ROADWAY j••^1!
.,.,..,.,.,.,.,.,..,. •,.,.,..,. .,. it n•,•,•,.,, ., time Of replacement. 5" beddr+g stone-�v?1:,?t?{?{r{?{?1.,J{ri,.r,r.r.r. ,.,.,., _- -
4.0.}` .r.nr•r•r•r•r•r•r.r . .r.r.r.r.r.r .., r. .r., r. J r.r.r.r.r.r.rv,•rvr•J•r•J•
:,:, ;,;, L:v�:, r:1 ,.,.,.,.,.{. +,.,.,• ,.,. 1itf11 y
'••'`_?:?:?:?:?:?:?a �?:?:?:?:?: ram'?: r:lila?�'1 ?i1i?: �1?i?i ,.L•,., !
Durafac to the sage of 1
surface courses provided a
-6" -i- 2-0" minimum depth d 7" is HALF PLAN
�' `� �' " ; "•` NOTES 1. Manhole aecbona shell have an external coating d approved bhumastic water proofing
p exterior
coalto Iing
of This
maintained. c SECTION F-F
CV fit ,~ 6• - 2. H adjustment w elevation exceeds Mro Ir!cl,.•s use concrete adjustment dogs with a exterior coating d Tbis area Troy be concrete
IsB- Final slope waterproofing. F at the option of the contractor
CV 6' Stone bedding 3 Fnal, I;;�'• -- ---jl kips adjustment d manhole Irame may be by shims and non-ehdnk grout, 1 i
8" __ _ ji• 4. Skid pad to w placed around maniples located In shoulders of roads. This curb is M be used when
�D�
T 5. Flat to cast) design speed is 4a MPH a less
p casting shall be used on shallow manhole (e a. or loss) Installations. ,!!I Ile Rural peed i y4 and 45 hPH or Note. COR1D. arD a putter having a rot9us s'
NOTE :Where length o1 service lateral to exceeds 75' O entire trench to be
I� a cleariout assembly shall be furnished at the O 6" compacted 21 A I r., !" ,'., ' • •, .,••.
lose in developed urbanBsuburban d 301 le (dxq tau d orb) shall
neat. be paid for m radial combination curb 8 T' � a' • ' > • .• '
property line.
gutter. • , •
3 SECTION E-E DATE: 5/13/98
SECTION ELEVATION AT GUTTER LINE SECTION D D
This sent may be precast a cmt in pace.
o STANDARD MANHOLE when used Inconjunction with Slandurd CG-3 or CG-7, trio curb face on
V.D.O.T. PAVEMENT REPLACEMENT Figure 12 Concrete to be pass A3 if cost in place, this Standard is to be adjusted to match the mountable curb configuration.
4000 PSI d precast.
z SCALE: Not to Scale
0
GRAVITY SEWER SERVICE LATERAL STANDARD ENTRANCE GUTTER SPECIFICATION
c� TRENCH & BEDDING Figure 15 FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALKLLJ REFERENCE
SEWER CLEANOUT Figure 1 REFERENCE COMBINATION 6" CURB 8 GUTTER VIRGINIA DEPARTMENT 702 DESIGNED BY: cb/kp
Figure 17 5 VIRGINIA DEPARTMENT or
00 DETRANSPORTATION
_� ,,.r z,J 2030-3
CNJ JOB NO. 2085
LID
SHEET 8 OF 8
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GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
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SCALE 1"= 2000'
EXISTING INTERMEDIATE CONTOUR - - -
_ 33
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
W
County construction standards and specifications and/or current VDOT standards and specifications.
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
W
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
IX E/P
Z
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
S®
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
PROPOSED EDGE OF PAVEMENT
LAKEVIEW G
ESTATES
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER = _ _
EX C&G
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
cat
(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
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V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
CG-6
CG-6R
WAKELAND N
CO
CO
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
shall be in accordance with the current edition of VDOT's work area protection manual.
TRANSITION FROM CG-6 TO CG-6R = _
=Y = - -
MANOR kz701
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required under State law.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
44
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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 & Bride Specifications, Section 104.04-C.
Y. ( ) g P
EXISTING TELEPHONE LIME
T
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE T
T
6��
ACRES 642
o M
(VDOT) 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 by VDOT.
EXISTING STORM SEWER -�
EI�ERI
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP 15" RCP
E42
,d
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
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6. Ana roved set of lens and all applicable permits must be available at the construction site. Also, a
PP P pp P
land use permits for any work on VDOT right-of-way.
EXISTING SANITARY SEWER
PIN 75-A-10
p, LO
representative of the developer must be available at all times.
FREDERICK WNE
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
held by the developer the the
PROPOSED SANITARY SEWER
`'BIN ® ��
VILLAGE
`n
H r�
Control Devices (MUTCD).
arranged and engineer and/or with attendance of
EXISTING ELECTRIC SERVICE
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
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9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE
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inspection.
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
PROPOSED GAS LINE
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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 INFORMATION
re
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 POPPER POLE
PP
TM 75-((3))-(1)-1 A 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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13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
and at the end of construction.
EXISTING TELEPHONE POLE
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"NOTE: PARCEL AREA SHOWN IS TAKEN FROM THE FINAL SUBDIVISION PLAT OF A PORTION OF
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enteringpublic streets, and it is the contractors responsibility to clean streets, ally dust, and to take
P P Y Y
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE �+
' T'
THE LAND OF JASBO, INC, RECORDED IN DEED BOOK 919, AT PAGE 1746.
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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 w
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condition at all times.
SETBACKS DUPLEX MULTIPLEX BUILDING HEIGHT
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14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
Vll.
Any unusual subsurface conditions encountered during the course of construction shall be
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
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
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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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REC
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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 (M u l t i p l e x O n I v)
U ZUO)
FL
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16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
PROPOSED REDUCER
`jl1
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
STOP SIGN
v
MAXIMUM PROPOSED: 25%
PLANNINGJDEVELOPMENT
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
DEPT. OF
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
0
0
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) Parking Required
0)
0)
a)
00
must be provided to Frederick Count prior to issuance of radii and/or site development permits.
P Y P grading / P P
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these
SANITARY MANHOLE IDENTIFIER
12
DUPLEX 5000 SF 5122 SF 5500 SF 7235 SF 2.25
0
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N
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C-
N
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CN
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plans
and further where determined necessary by VDOT Inspector.
MULTIPLEX 2750 SF 4254 SF 2900 SF 72124 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 O
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.
EASEMENT 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 to
EXISTING SPOT ELEVATION
12.0
LOT GROUP # DUPLEX MULTIPLEX LOT GROUP # DUPLEX MULTIPLEX
acceptance of work. Unit and total prices may be obscured.
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 9
2 X - 13 X -
3 - X 14 X -
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 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
0
6 X - 17 X -
7 X 18 X
geotechnical report has been prepared, it should supersede the requirements in this note.
15i"
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
RED MAPLE
101 X 22 X
Z
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 -
DEMOTES LOCATION OF STD VDOT
TOTALS 22 2
UTILITY CONTA CTS
FIRE MARSHAL'S NOTE
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
PARKING TABULATION
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PARKING INDICATOR
INDICATES THE NUMBER OF
A
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Fire lame markings and sign age:
TYPICAL PARKING SPACES
TOTAL PARKING REQUIRED: 50 UNITS X 2.25 = 113 SPACES
PARKING PROVIDED:
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Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power
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P.O. Box 1877 P.O. Box 1458
Winchester, VA. 22604 Hagerstown, MD 21741
��
Any No Parking signs and yellow painted curb and fire lane
1 Space in Garage = 50
Single Space in Garage = 26
Z
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(540) 868-1061 1-800-654-3317
locations to be installed under the direction of the Fire Marshal's Office.
SEAL
Second Space in D/W = 50
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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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Baltimore, MD 21297 Winchester, VA 22604
E-''
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HANDICAPPED PARKINC NOTE
(301) 954-6282 (540) 869-1111
PROFESSIONAL SEAL
& SIGNATURE
A R A TABULATION
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MISS UTILITY 1-800-257-7777
,�
MARK D. SMITH 9 THESE PLANS ARE
IN CONFORMANCE WITH
TOTAL AREA OF LOTS: 8.6263 ACRES
TOTAL OPEN SPACE: 3.3326 ACRES
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FCSA CONSTRUCTION NOTES
No. 022837 FREDERICK COUNTY STANDARDS AND
o G� ORDINANCES. ANY DEVIATION OR CHANGE
RIGHT OF WAY (Sec. 1) 2.2320 ACRES
TOTAL SECTION ONE AREA: 14.1909 ACRES
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Handicapped parking spaces and aisles shall slope
P
127, ad
6 IN THESE PLANS SHALL
BE APPROVED BY
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no greater than 2% in all directions.
`sI®NAL THE DIRECTOR OF PLANNING PRIOR TO
RIGHT OF WAY (Adj. B-2) 0.2291 ACRES
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET
CONSTRUCTION.
TOTAL DEVELOPMENT AREA: 14.4200 ACRES
>
ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
Q
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR.
�T
SHEET INDEX
COVER SHEET
�D
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH
TRIP GENERATION 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/ 0 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
APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
GRADING PLAN
3
Developer: Address, Including Zip Code & Telephone No.
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND i" WATER SERVICES.
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
MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED.
G R E E N WA Y 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
WINCHESTER, VIRGINIA185602
ENGINEERING PHONE: )
DATE:
5 13/98
/
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED,
DETAILS
g
APPROVAL
SCALE:
N/A
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
DESIGNED BY:
CB/KP
ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED.
FREDERICK COUNTY SUBDIVISION ADMINISTRATOR DATE
FREDERICK COUNTY ZONING ADMINISTRATOR 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
1 OF 8
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PARGEL 'A Easement ` g f T / • 4 0
_.� Oil 5PAGE 222 `t i c�iO4
JASBO, I NG. I m' _ _ ` 0.87 ACRES i --j- �(" .00' � - w •-4 0 a�i d
_ \ 3 +
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ZOIV _ : _._. ti ry � � � /' �} \ \\ 1 STORM S(`V �2 '�22 � j`Tele 1 • - �i ?? rn 0
USE: VACANT - - -`- `• \ LINE ;A• J L I _ p / i- s. �,
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! 548 p,R APR �p4 / / N O
11
6.1'P � - � to / ; j' INST LLED PRIOR TO THE Y �
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43.1'/ - !\ s� 26 26 \�, g .: / �0 ; ` ` ° 2 k �' / TEMPORARY DRAINAGE SWALE
Q o i3 unit U. .5. - / ��\ / • "g ,n
4 E..
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CV \ LOT 6A IIg44 / Gu in th►s
T Ret n radius /y / o �.,
713.70 N wT
2 9 I g B 1 �� J I a/ �c JASB ING. SLOPE = 1.15K
w --- -- - _ (p�pQ - �. - a ,� Se
"� �\ F%'I` /�293 / \ t � ��2 �, 2�� J d DB 634, P6 4Qq N = 0.035 - 3
F / Qb 4q.80 GF5 G� 36.5 GF5
/ / ! + DB 824, 6 1456 Vb = 3.61 FPS Vi = 3.34 FPS
LOT bB FF 1, p, p .-_._..,. cv Q- $ 0 U
m8541' z N 71°2'1'23" 1 ]^ �' Q �� �� \A to~ \.
_ � � ZONE: 1 B2 d b = 1.48 FT c� = 1.32 FT
62.24'N D-I / /:. �,� ��� USE: VACANT
® k \60�� you '� �k „� $ I ?s' \\ I O ��, �F Qa / i B - B
114
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% 0 / 30 60 90
STORM �� 9596' k � - DSO / � / N = 0.035 -
LINE •0" ,pFrREATION � I ,' � / 9 i $ �� � Qo = 5.01 F GF5 C� 36.8 GF5 Z E-+ Z O
CENTER I % \ 0 Q Va = 3.01 FPS 2.7�1 FPS U
FF=732.50 Y / a �6 _ _ /,. �� „� V �2q d a - 2.07 FT /i - 1.85 FT W
IV -
PARCEL
"B" `� c2 n
OPEN 5PAGE 31 9 h '
ATION AREW ( 2 / ` a
i ( GRE 1Q �'I'p�� g / 3 �Q / ' Q w
m (. 2.4570 AGRE532 \ k� �' 1 \ 29 FF 29 LOT �tA ma's f i /
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em �` - SWMP Easement -' �J �y 3 fz _
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-124 \ 7545 0� / W��1 Easementmillion --
MATGN L,a \rvY �rT3 ���•c{ J� �-
-- - SWMP (Dry Pond) `- ��Q
2 Yr. WSL = 727.18 _ J _ - -- - A
C16-
f 10 Yr. WSL = 72555 T 0
100 Yr. WSL = 72q.01 DATE: 5/13/98
/ Ex 20' San Sewer
Easement SCALE: 1' = 30'
-
;' DESIGNED BY: eb/kp
JOB N0. 2085
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3� N wit Storm Sewer under -I, �39
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SCALE: Aa Shown
138.05
135.10
135.06
9+50 10+00 10+50 11 +00 11 +50
12 +00 12 +50 13+00 13+50
14+00 14+50 15+00
DESIGNED BY: cb/kp
SCALE:
HORZ, I II = E 01
JOB NO. 2085
PERT. I" = 5'
SHEET 4 OF 8
m
m
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121.16 120.16
CONCRETE
W/4' #57 COMPACTEI
12038 120.0E
STONE
1+54.92 146428
UD-4 (TYP.)
12528 12533
AS REQUIRED BY
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1+50
2+00
2+50 3+00
3+50 4+00 4+50 5+00
5+50
E R fR�' COURT
25 Mf'I-I DESIGN SPEED
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IN SIGHT DIS
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SURFACE
CATEGORY
ADT
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CARE
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MATERIAL,(BM-3)
LWAL STWET
0 to 250 ADT
20 1
10%
12W
125'
1 200
40'
6'
28
6'
40'
5'
30
5'
6'
1 3'
L5'
STANDARD TYPICAL SECTION FOR
BAYBERRY COURT
4
f
prop. Grad!
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242 LF 8 F
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111.46
11832
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11126
118.12
STATION
0+00
1+33.80
RIM
12526
125.43
130
125
120
115
-Ila44
11524 120.14
3+19.44 5461101
12638 129b6
2+00 2 +50 3+00 3+50 4+00 4+50 5 +00 5 +50 6 +00
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130
125
120
11 +50 12 +00 12 +50 13+00 13+50 14+00 14+50 15400 15+r
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130
121.10 - Emergency Spillway
121.00 - 10 Year W5 Elev.
125 12600 - 2 Year WS Elev.
120
115
INVERT IN (5) 11S.14, (W)118BS
120.16
120b3
122b0
INVERT OUT 1183E
120D6
12038
122.60
STATION 0400
1+30.93
1+63.13
4+49b1
TOP 123.00
12533
12528
121.10
Storm Sewer Line "B"
SCALE:
HORZ. 1 " = 5+a'
VERT. 111 = 5'
04
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DATE: 5/13/98
SCALE: Af3 Shown
DESIGNED BY: cb*p
JOB NO. 2085
SHEET 5 OF 8
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INVERT OUT 124.02
STATION 0+00
TOP
135
125
0
120
124.16
1 +48b6
128b0
0+50 1 +00 1 +50
Storm 13ewer
LI,^� IICII
135
135
130
15" RCP
s 050%
125
w
120 -- 9 to1 IQ:i L `j 120
INVERT IN 12968
INVERT OUT 121.14 129.46 129.81
STATION 0+00 0+3430 0+13.13
TOP 133,48 133.48
�i as a a /ia
Storm Sewer
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135 135
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10' EC -I
CL-I
12
INVERT IN
INVERT OUT 12SAI
STATION 0+00
TOP
0+00 0+50
130
125
1
120
124.14
1+41,4.8
128b0
1 +00 1 +50
Storm Buser
Li n e II D II
140
135
130
125
13151
140500
134.15
1 +00 1 +50
etorm Sewer
Lire II II
145
140
135
130
125
120
115
121b5
8+11.S4
126133
1+50 0+00 0+50
SCALE,
HORZ, 1" = 50'
VERT. I" = 5'
RAWTARY/ATFRAL TARLF
LOT NO.
RUN
STATION
INV @ MAIN
INV @ LAT
LENGTH
INV @ 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
2B
9-10
0+16
718.40
719.15
49
720.17
9-10
0+39
718.52
719.27
51
720.33
3A
313
3C
9-10
1 +05
718.85
719.60
50
720.64
9-10
1+27
718.95
719.70
50
720.74
9-10
1 +56
719.10
719.85
47
720.83
4A
4B
10-11
0+51
719.72
720.47
55
721.62
10-11
0+78
719.86
720.61
55
721.75
5A
58
10-11
1 +31
720.15
720.90
41
721.75
10-11
1+40
720.20
720.95
10
721.16
6A
613
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
76
9-10
0+89
718.77
719.52
10
719.73
9-10
0+61
718.63
719.38
10
719.59
8A
88
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
9113
3-4
0+^0
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
13B
5-6
0+75
724.90
725.65
10
725.86
5-6
1+43
725.24
725.99
10
726.20
14A
148
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
168
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
728.9D
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
21A
21B
5-6
1+41
725.23
725.98
56
727.14
5-6
1+19
725.12
725.87
56
727.03
22A
22B
5-6
0+46
724.75
725.50
55
726.64
1 5-6
0+10
724.57
725.32
55
726.46
23A
23B
4-5
2+67
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
725.441
4-5
1 +15
723.40
724.15
56
725.31
�_ ____ ..-_� •P
Posted mod' 45 tfH
IrI..._,` -01..,nb ,p` (%1
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(MIN) f/A1N)
(LW
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PLACE +N" DIAMETER ANCHOR BOLTS
5000 YG
1
USE TEMPLATI TO INSURE ALIGNMENT
226.45 SD
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145
152 K-Ya I
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N
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CHAMP. EDGES, IN LANDSCAPE AAU{.
TOOL FLUSH W/ADJOINING SURFACES
IN PAVED AREAS.
140
135
130
125
b i I ELPE EUR►ACE r- PPA rooT
ALLOEIDEa FOR DRAINAOG
E'
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MIN
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W
OPTIONAL COMPACT GRAVEL OR
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_ MAXIMUM FROST DEPTH
L'
1 FIRM UNOISTUADeD BOIL OR
I WELL COMPACT PILL
General Notes
1. Concrete Shall have a compressive Strength of 3,000 PSI ® 26 days, contain 4% min. - e% mu.. ,(
,130 entrainment and be placed with a 3A" - AA" slump In accordance with ACI 301.
2. Reinforcing steel rods shall conform to A3TM A618, grade 40.
3. Anchor bolts shall conform to ASTM A193, BMA (310) stainless Neel.
125 FIGURE 3* - DETAIL TO BE C ".coAroI
LION[) FOR MULTIPLE UNITS N.,, s.•�„d s„-
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USa TEMPLATE TO INSURA ALIGNMILNI (1 yP)
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TOOL BOOS{ FLUSH W/ADJOINING
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MANHOLE
STRUCTURE
(NO TOP)
12901
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12858
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128,40
121.18
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STD PRECAST
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General News
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1. Concreshell have a compaivs contain of 3,000 P61 ®28 days, coain 4ri min. -Sri max r.I
Concrete ra
entrainment and be placed with a 31A" - 4 A" slump In accordance with ACI 301
Q
2. Reinforcing steel rods shall conform to ASTM A818, grade 40,
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3. Anchor bogs shall conform to ASTM A193, BMA (316) awnless steel.
ZO
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140
135
130
125
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prop Grade
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Main PYC
21
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140
135
130
125
24" RGP
0+00 0+50 1400 1 +50
Water r-la in 11C 11
DATE: 5/13/98
SCALE: As shown
DESIGNED BY. clo/kp
JOB NO. 2085
SHEET 6 OF 8
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DATE: 5/13/98
SCALE: 1" = 60'
DESIGNED BY: cb/kp
JOB NO. 2085
SHEET 7 OF 8
LJ
CONSTRUCTION OF A SILT FENCE z
WITHOUT WIRE SUPPORT) STONE, CONSTRUCTION ENTRANCE PIPE OUTLET CONDITIONS BLOCK &c GRAVEL CURB INLET DIVERSIONS ROCK CILFCK DAM
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH A A SEDIMENT FIL TER W
UPSLOPE ALONG THE LINE OF 70' MIN, fX[STING
2 ACRES OR LESS OF DRAINAGE AREA: W
.STAKES. A 3 PAVEMENT
6'MAX. rSt1 CURB INLET IOx Sii MF.NT
0.3' FREF REE BOARD
7"m
Sole-�� 6.
FILTER CL[)iH� 6' MIN. MOUNTABLE BERM-- -- - -
_-»// A (OPTIONAL) d O �_- ?.__
LE_�?
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SIDE ELEVATION PIPE OUTLET TO FLAT -- _ _ _ _ - 3
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EXISTING GROUND - - - _ - - - - - (OPTIONAL) �f
PLAN VIEW CHANNEL - - - ` CD
FLOW/ - - I�I / IIII - 70' MIN. T
I (DOWNSTREAM VIEW) � � �
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(11
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d
1- (OPTIONAL) ONAU _ _.
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3. STAPLE FILTER MATF,RiAL 4. BACKFILL AND COMPACT lo• MINTO STAKES AND EXTEND THE EXCAVATED SOIL. 12' MTN•..- EXISTING ) - FLAW ?. (Ud WIRE SCREEN CONCRETE RLOCK 107. SF.TTLF.MF.NT 3' J L � ON. PAVEMENT �.,.. �...... 3: � omIII 0 3' FREE BOARD
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FILTER CLOTH KEY IN e" -9-; RECOMMENDED FOR F.NTIRF. PERIMETER
/ VODT 01 I \ POSTTTVE DRAINAGE 10' MIN. Dsa1CR nor oEPTN -LU
B TRAPPING DEVICE _lif - - 3 (n 0
_ _ __ _
i -- - • MUST EXTEND FULL WIDTH I A RUNOFF OVFRFLow -_ - - _. _ _ _ _ _ - 2-10 ACRES OF DRAINAGE AREA -
MUST UWA i �_ v v
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0.3' FRF.F. BOARD i-•
SECTION A -A L DOWNSTREAM VIEW)>,
FLOW I - H 2" X /". W000 STUD CURB INLET ------ - -- -- -- ,r�. ( 'ti Q)
A A = - _ - DsaaR nnlr tx►rN - VDOT N 1 >
COARSE. AGGREGATE
O _
r yy
SPECIAL APPLICATION -_ - - -- - _ = b W (�
-- / --- - d
FLOW
SECTION A -.A 7- THiS METHOD OF INLET PROTECTION IS APPLICABLE AT - - 3'
FILTER CLOTH KEY IN 6'-e'. RECOMMENDED roR ENTIRE PERIMETER CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
����I I IIIIIIIIIII� NOTES: I APRON LINING MAY BF. RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE, TO PREVENT EXCESSIVE PONDTNG IN FRONT OF THE STRUCTURE. TYPICAL VIE -SHAPED DIVERSION
POINTS A SHOULD BE HiGHER THAN POINT B. pRNFOttCED CON[RETE IWALN SPACE 2 L IS THE LENGTH OF THE, RIPRAP APRON AS CALCULATED
DRAiNAGFWAY INSTALLATION p pp uslNc PLwTEs 31a-3 ANn ate-4. GRAVEL SHALL BF, VDOT N \Cuss i RiPRAP
SECTION B-B 3 d - 1.5 TIMES TITF. MAXIMUM STONE. DIAMETER. BUT NOT #3, #357 OR 5 COARSE AGGREGATE
(FRONT ELEVATION) LESS THAN a INCHES
-
Z
O
1--1
N
H
Li
METER BOX HARDWARE _
� J
T1' a+ •a•' trsrtat a.,,,•,r,,,,,, . SFP.VICE METER
trench width
t as required ""'"""" "a=h""�+eneAw A1P!NC METER SIZE YOKE A BOX *1 METER BOX COVER
DIA. DIA. SILT FENCE CULVERT INLET
O I.- bmdfno) v Ford non -traffic Ford C32
• I 1 3/4" SIT x3/4" (20 gpm) Y502 18 in. traffic Ford C32H
•' - 6' dia. schedule 40 3' � • - Ford Ford no. 30 monitor PRO TEC TION �j
•' '• " steel pipe filled with s 1" 5/8" x3/4" (20 9PR1) Y504 24 in. cover W RML-12 t' lid *2 l�7
• t• h T
concrete and painted T
�► yellow
• • ' • ••;,•} 2' �`)''�' '� 1" 3 4" 30 m Ford 24 in. Ford no. 30 monitor *2
. concrete pad V-6" sq. It 6" cleA 0ivanwabases • esssvdv.anree / ( 9P ) Y504 cover W RML monitor
top lid bras section manhole ENDWALLI Ord Ford no. 30 monitor
• S u ebaAe.dasra idnib'y'r 1' 1" ° g m) Y504 24 cover W Rli I L to lid * P,i Iinq line slob 3 5 ft. existing line
1 (5 p in � I
O-- O 18'dia. :;:; t 1 In non -traffic area - 1Y thick polyethelene plastic
/ '• _ treated 2"x 4" with ------------- ---- --V --- W • toncrele, �3, TEF VWE.ORPLM in traffic area -reinforced concrete with 3" thick walls ----------------- -
---
encasement 1NM al OW Mx�Ylaeraiale i,beW.0.d1,0 edW*Whold Mwn%- 2. In c area - 3/4" x 3T steel plate with 22" did.
top pointed btu
o be .�.,.. ,,,... E OF FILL
e
mull:;
ewlwc•, oenael. aocr noamnX•wT .wIaAN •••••••••••••• ••••••••••••• TO 1
concrete 11iI Tfdl!1 jii' s°+' v +r Nn.rar+raAmrLlry. centered opening and tar coated both sides u t 1Is- CULVERT Q ^
11! I., the nmrq .• it re.srwl "API .ee. The twai dMn•n•Io•w meter cover 1 1 �
pp�ry v.+rmlN.a+rwlvao-dw placed between lid and reinforced concrete box. I I 1
thrust black i' PNI.. •Plml �.Wllsrutw:d Ad1 •Ins rlXw".. •ho."..
li.i � lit set 2" above ,-•::::::.-
�.. 4l:aueat!.:! ..w anr+nwleR iv A. e, c eIN•eteere. � :. f • 1•'tr.
DO 1 ♦RD DETAf1 !Ill lneii'� III lii!li011.ii fin. grade prior y .. ..r... 1
- -- --- varies required In 1 a I I
va es as equ ed to sodding ale
j CONCRETE DIMEN910N9 FOR HORIiONTAI THRUST BLOCKS rap
screw type / ! ! - -- " • "w•"•R" ftN1 V NNV AKKV Y NMNNNn XX ------ coupling ` I rY f l Ili DIA Phga, WYt» a t t 1/4• and 22 t/2' 46• and Bar
adjustable valve i' 36" min. T.e. a«te. Bee+d* 6' atone bedding
corporation cy,f,
f i _ A B C A B C A B C 3• stone bedding 111"-21" meter b F.0 SA meter box �
:.�- slop Y secfbn of Ilne to be removed
direction of setting to be approved prior to installation I! I tP t'-r o'-r v-T o-r a'-r o--tl• i,-r o'A 1'4" g f-� 30" deep F_ r�
surrounding box- ^� V
e' 1'-3' d_r 1'4' 0'•r 0'-e' O-e' 1'-0' 0'•r 7.T P A:, +-•-t !�
- locator peg g fI I i '; 1r IAr 17•r 7-r V-T o'-+a' V-31" 1.4- 0i r-e- ---4 I I CUT IN
j i. Valvemegaug --- angle check vole ----------------r----- -- ------------ ----
IY 1'-r S'11' 7a' 1'•3' 1-O' 1'd' 2-P 1'-0' 7d I \ 31r min. with drain valve
to main `-- -- 1
I � � � 14' 7-0' n'-tY 7.0' 1'-3' 1'-0' 1'-6' 741' 1'-tl' 1'-0'
megalugs ! ! 45 fi min. an le Oke
Ir 16' 7 3' II' 0' a'-0' 1.., 1'-0' 2'-r 7-r 1 OF 1;41 >:. C
megalut boll valve U q (U d
as required Concrete pad 1'-6 Sq. x 6' deep , ,i• •,j� ' •S t ♦ ta' 7a '1--3' 3'-r I -W t'-3' 2'-0' 7 0 1' 3 5-7 _
raga' L� #{ • TOE OF FILL -
7-r n 8' 4-r 1r t'4' 2'-0' 3'-3' t'-6' S'-0' 2K Co r )C (�
'.! •: ,.. ... - - .r.3? i3�}{}. P tYPe PPe V
r L?, :ri• .`r.r.;` tub conlmuous C
�l6 2" fllkl. • fl• fnE%. t , . ,I p' . ,•,•,•,•,•,•� • :r. I1 1/4' THRU 00' BENDS g•
• ,' •r•SV'r,• . i i?i v •r3i•iii3•i•3.. :S:S:S�i:i•r•r•r ��:i:f:i r{{.}•3~.• without alntS ffOm Z
water J 2 ft.
��I,;,....fyr.r r•r•r•r• ;•i:ii:3•r•i`•i•i• r main LO meter SILT FENCE Q
1,,.,•1.,q,\ {i,},i,. ti
,•.r.r•3 3•nry r 3 STr• - .:S.r.r.r.r.r.r.} S.r•r.3 main G" stone bedding
:'t i.,• d,;;; "DISTANCE IS e' MINIMUM IF ROW
IS TOWARD EMBANKMENT
" N METER SETTING PARTS transition to meter barrel sect on
FLOW
18 to 24 nPb.Ei *MewflYNwd setting as required
c' screw type tiMl!!L ' •mb.ee.d n mQ.N evuet bb". Ilne meter angle lee angle check expansion
T o- sire size Yoke ball vaHe 9valve vprheel curb do gutter
adjustable block 8"x 8"x 1 G" solid block - t i 1 street * )k
one g stone to be minimum valve box (far valves , 2" and larger) - ninon aIT. „o wma �M 3/4' 5/8'x3/1' Y502 BA94-223W HHCA94-323TD-G EC-23 t- fe""Ye OPTIONAL STONE COMBINATION
i" of 6- above to of base r a LESS e 2 Sr
'� 2f1lZYi l Rt t4• p 10081M Peg ! X _ a ? 3/l' Y501 BA94-344W HHCA94-J23TD-G EC-23 v s+
i• ti?{�• Cana. t' 1' Y504 BA94-444W HHCA94-444T0-G EC-4 v o
megalugs to bock of m 1.
I;t }>rtiT}•r r' r{' • INSTALLATiON NOTES: sidewalkVEHIr
• • .• k t • FITTING VOLU_ OF MB THRUST __ BLOCK IN CU. - -
ll - y. rrs.b.+do SIZE i1-is^7-z2-trl i 45'--ar 1 ExCi location of meter box assembly - - -- 6•stone bedding -
• . l` ' " ' ''+ 6' 1.3 to be approved prior to installation.
Y j?{ ,j�� •i?� i+• { �S r r
1, set barrel section over existing line
' r• `i r•rir(J�ltirrfyhl`3�3 ,•'..f3 l� i, r - - i J 2.3 2. Water service crossing street shall be ,Y 1" type Y 2. pour manhole base and invert
�' 1 - `i r•r. 3AL'Sb�, THRUST BLOCKS FOR VERTICAL ifY Il a 3.7 .. O K o 3. remove top section of existing sewer ^
mechanical jolnl t2' - 1.4 z.a 5.5 encased in 2' did. SCH40 PVC or M ; co r ; ROW IV !
'}� 't 3' "•'i Swivel tee with UP BENDS SHALL BE THE SAME v copper y line to loan open channel
. _ . �r'{ • 4!SS A. AS FOR HORIZONTAL BENDS. 14• o.e 1.7 3.9 7.6 SDR21 piping. The piping shall run from •v v
6' branch 3/4" type K H
one foot beyond sidewalk, across the copper for
y ,'•i:.,.', `r, rt.` 1a' 0.9 2s s.t DOGHOUSE
it 1.4 3.2 6.3 DPe
street, to one foot beyond sidewalk. single meter If
20' 2.2 4.6 1.a - 1•x3/4" Wye
installation -
DUAL METER INSTALLATION ~
FIRE HYDRANT ASSEMBLY GATE VALVE CLASS I RIPRAP
CONCRETE THRUST BLOCKING '" VOOT /3, #357 OR 05 COARSE AGGREGATE
Figure 9 Figtra a F� 2 5/8", 3/4r' & 1" METER INSTALLATION NEWMANHOLE ON EXISTING LINE TO REPLACE SILT FENCE IN HORSESHOE wHE•af _
Figure 5 Figure 14 I HIGH vELocrn OF FLOW IS EXPECTED
AMENDMENT NO. 2 - APRIL 1997
LLI
IMP of monhole at graft In Pavement anus union rSlfl MWW dlracMd : SCR 35 90W SDR 35 sptO by E-d !yl
"� U F--I
garters) h irRB - gel baek/M 1'-r 1op ettaN b* set 1a min soave grads in aess Item areas by paskeled SDR 21 gaekfyled i U `
sallan eAfd Pad R IfdEM- J
I?!ii bell 4s" bend bell adaper I 2�
F" O.D.
locator peg
._ -. Contractor to gran marthoffe • (1
I �\/II
.. 24' carefully tbmpeded 24• carefully conpacled cover in place Ilijlf
l fieleCt backti0 alllet 1 bttdcliM 4 ( 4 Aa) idmt" m
:. Ii .. p:
4 - atone tdoh* y ii;, gIN•I l im f ® E�
t-- L 1-�
O D 6- a0Pegate �- B' adh/stmer+t rings (11' max) i Ili ,, 3' minimum
j-_ 0.; 112 O.D. l' j• i
' !. e' max. l l•I I Ems" t E-4 O -{ _ ,
\ r Wr`
- cast iron clearnout cap with brass plug stone aggregate -concrete SDR 35 8•x 4" -SDR n gasketed weld cap r
R nk are head gasketed bell aye pipe and f tongsFOr--B� v
having a coup terse square oax nq ASTMC-1lSO I C e' S C3 9S C 7 � I--�
Panetta Model PMISV-CSK (4) STANDARD CONCRETE CRADLE 4°� t2 a 11r !'I' property
Parteaa Model PASSV-CSK (60 (�) !` i` fine
[xrer�sa
finished rode pbnew 301 mask applied n i-I! i awT W
between joints and ql 18" EXPANSION JOINT J • • general backNll general Ixeckllll a%terla side of pints I O
EXISTING ON PROPOSED
r.. square
P O.D. O.D. Of" i'Onnge skeled slDewALx OR slorWALx T --
ere concrete skit ad Pi O' d esker SPACE
20'x 20'x 12" deep B"- 8' 8'- B" r
24• carefully compac tied carefully
j cesnerets _-`select backfi0 ad 24 -- I
4 +'•d•bl• . • Rlin. + WIDTH OF 1! TRANCE t U
aggregate base 1.0, CWM d a =
_ select badc/lN �, _ manholeOpe to - F 3
(depth 3')� -B" - tbnnRctbn too b* I �4• --'- - J I r 022 w
cleanout pipe O.D. 112O.D. O.D. dlexiblealesys ENTRANCE GUTTER M f 3 N
} Irw•nchelMelbpreYLd•a IR UNPAVED SPACE t CURB INCLUDED 1M z .4 M1 I L)
'•O; •':•:'.' srrtODdl tul
fr•nslaon In to out, 3'•0' min. W T t1
W.-
to, all Connections 4'-0- max. .I : • : ; . i • 4 \ ~ cZ.r � V. -
• T-r max. r,
SDR 21
\ B• orw boeorn or menlble tap of bench -was !M,.Ld.Imyllpilllllf niflPln„it1n1 • ell 1• : 1' . 4 . e FLOW LINF.
sanNary stone aggregate concrete ro form charntel - tram* slev. as ..�'t-� -� ' A - ..• ': y
tv:t f !:.:. ^ treated 2•x 4• vvlilt x
;mfn,t •. �• {
sewer main lop of Pipe'.. .: d ' •' • .y .'.' .'
jfl: , •- top 6' painted green n -A •.' .'a
(: , : A, •.' of 0*
�4NC9ETE ARCH - NCR ENCASEMENT �I::: I -:;:.:., :. • . •::.'. ;...., . -EXPANSION JOINT
Wye 45• band CO .EI li• ! '� .: •. OUTTER r
a:• illf �4•pipeat2.00% � •d --- -a
'•'. .�•::';�.'�•.1 �
repave tot -ill times r y ' ,' . ; :. :•
f-T original thickness saw Sul to be made M .: .• ) minimum grade ,.•�'..•.:.'A•�v_: _ The bottom of the taro and I` Y"O•�J
time Of replacement. Mddrq S�OIle r r.r•r•3•r r.r. ' .-r.
tt .rv3•r r•r•r• •3 r{' 3 i�iTr..r.}1 yr5.{}}.}2}?rT}}}.}}•+•+,•1gK,4.,•�.1�i•,.{:i.i.r. ..{' _- gutter may hs constructed I MAIN ROADWAY I ,a. j-•�•11
the
.,; .{?i. ir.,.{;{'•.+�,: ..�+:�ri;•:}ri;,ri^:}s};•i}t,riiyil i) ?, r.?.?,?,!•?;{
surface
to ur $lops of wb- 1
r, r�{r,{{{{ ,r�{r` awfau courses provided o L-.�•+
minimum depth of 7" is HALF PLAN
,.,.,ii{.` t NOTES: 1, Manhole eedlorh shall hair• an exhN 411 coati d ! lit: ITteimaind. c J 4ECTION•••F •f
..'""...' "' n9 •PPta'ed dvmeatle water 1 •li!':I
2. X adivalmom elevation *=Bad$ two Inclv.e use c0ncret* ed Proofing P b Inataaseai. I :' Thh ono mroy W eorncnh
6- I18• B juatmsnt rings ante a exterior coahrg d ,l! li i
r� dt al stop water proofing Of si 1M opfion of the wiractar IS•�--Y-d--i
3 Final emaybe
O.D. laps adjualmsrn d manhole trams by ahirtra and non -shrink proof. b `
-B' 4. Skid Pad to be placed around manholes located in shoulders rN moos. iff'l':
♦ 5 Flat top caating @i be used on shallow manhole (6 R o lees) Inertallstlone. ,
NOTE: Where bnoth of service lateral to exceeds 75 I anHro trench to be I .' or, dumb n b y used when
design speed is 40 MPH a IMf
a CIeaI+00t assembly Shall be furnished at the compacted 21-A le Rural highvrays and 45 sub a lbh: Comb Qeb a ng fo of
o WAIN a• .
A line. t!fli �� less in de vHol»d urbonBwburban d 300'a kudxtp face d taro) sAaa
property gunec SECTION • F-E
r e" I asrn. be paid fa as radial combination dRb H T' • • . . •• •. ,.
1L� This aem troy be;rotes}or tat In Pled. SECTION ELEVATION AT GUTTER LINE SECTION •D•D Dii i 5/13/98
STANDARD MANHOLE when used n conjunction With Sforldad CG-3 or CG-7, the cab face on
V.D.O.T. PAVEMENT REPLACEMENT Figure 12 Concrete to be bass A3 if eat n place, this Standard Is to be adjusted to mach the mourdable curb configuration
40M PSI If precosd.
SCALE: Not to Scale
TRENCH BEDDING GRAVITY SEWER SERVICE LATERAL STANDARD ENTRANCE GUTTER SPEC$nCAnom
Figure t Figure 15 311CI I I N „ FOR USE WITH UNPAVED SPACE BETWEEN CURB 81 SIDEWALK REFERENCE
SEWER CLEANOUT REFERENCE COMBINATION 6 CURB 81 GUTTER VIRGINIA DEPARTMENT DESIGNED BY: cb/kp
Figuf• 17 101 VIRGINIA DEPARTMENT of
5,:., d TRANSPORTATION
JOB NO. 2085
SHEET 8 OF 8