HomeMy WebLinkAbout10-99 Faith Baptist Church - Opequon - Backfile (2)40
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GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
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EXISTING INTERMEDIATE C❑NT-lR}R--
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1.
Methods and materials used in the connstruction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
V1.
All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal or local regulations
EXISTING INDEX CONTOUR
PROPOSED CONTOUR
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2.
Measures to control erosion and siltatiion, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between an of these standards, specifications or
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EXISTING EDGE OF PAVEMENT - -
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must be provided prior to issuance oaf the site development permit. The approval of these plans in no way
the developer his off the responsibilities contained in the Virginia Siltation and Erosion
plans, the most stringent shall govern.
PROPOSED EDGE OF PAVEMENT
PROP E/P
I o °jsr �'ir
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relieves or agent
1 CaG
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Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER -- _
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ES A ES 641
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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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Safety & Health Administration and VOSH Rules & Regulations.
PROP C&G
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TOWNHOUSES
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VDOT and Rockbridge Count prior t.o construction in existing State right-of-way.
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VDOT
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
PROPOSED CURB AND GUTTER
CG-6
CG-6R
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4.
Approval of this plan does not guaran'Itee issuance of an entrance permit by when such permit is
shall be in accordance with the current edition of VDOT s work area protection manual.
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TRANSITION FROM CG 6 TO CG 6R
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required under State law.
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Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
tephens City
Mennonite
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636
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5.
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The exact location of all guard rails wrill be determined by VDOT personnel. A joint inspection will be held
January, 1994 or latest edition of Road & Bridge Specifications, Section 104.04-C.
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EXISTING TELEPHONE LINE -
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-
- lot -- -
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RIDGEFIELD p°°
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to ►n
PARK
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
V4.
Design features to to traffic
PROPOSED TELEPHONE LINE - - ---{---
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
relating construction or regulation, control and safety of may
EX. 15" RCS
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responsible for providing guardrail antd paved ditches as determined by this joint inspection." Refer to
be subject to change as deemed necessary by VDOT.
EXISTING STORM SEWER =� -
RCP
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11, '\ I,
641
AIfOCK
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROPOSED STORM SEWER
PROP. 15"
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be the Also,
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
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6.
An approved set of plans and all apphicable permits must available at construction site. a
land use permits for an work on VDOT right-of-way.
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representative of the developer must be available at all times.
EXISTING SANITARY SEWER
SHEET INDEX
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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
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 removted from the construction limits of the roadway before placing
V7.
Contractor the local VDOT Residency Office is to begin for
PROPOSED ELECTRIC SERVICE �,
0 - -
SHEET 1 COVER SH ET
(D y,
embankment.
shall notify when work or cease
based CBR 6. CBR less
any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE -
SHEET 2 SITE PLAN
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9.
All pavement sections on the approvedl plans are on a minimum value of values
than 6 b Greenwa Engineering b the
inspection.
SHEET 3 PROFILE AND DETAILS
4 DETAILS
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will require revised pavement section prepared and approved owner.
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PROPOSED GAS LINE
SHEET
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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
SHEET 5 EROSION AND SEDIMENT CONTROL PLAN
on the plans and as required at the :field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
PROPERTY LINE
�- - _
11. All springs shall be capped and piped Ito the nearest storm sewer manholes or curb inlet. The pipe shall
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
Furthermore, to by this be
FLOW LINE-
access other properties affected project shall maintained
PROJECT INFORMATION
be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
FENCELINE --- ---'I-
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F
PARCEL IDENTIFICATI❑N NO, 86-A-72
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE <D_
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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STREET ADDRESS: DOUBLE CH RCH ROAD
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and at the end of construction.
EXISTING TELEPHONE POLE
TOTAL AREA: 14.475 ACRItS
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
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PROJECT AREA: 6.7 2 ACRES
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entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V10.
All water and sewer lines within existing or proposed osed VDOT right-of-way ht-of-wa are to have
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EXISTING WATERLINE �/ TEE -�---
-- $
DISTURBED AREA: 6,72 ACRES
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whatever measures are necessary to unsure 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
CURRENT Z❑NING: RA
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condition at all times,
CURRENT USE: VACANT
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14.
'Notification shall be given to the apppropriate 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
PROPOSED ZONING: RA
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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
PROPOSED USE: CHURCH SITE
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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 sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current
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V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
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ALLOWED PR❑V DED
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standards and specifications of Rockbridge County and/or the Rockbridge County Public Service Authority.
prior to placement of fill.
EXISTING REDUCER
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BUILDING HEIGHT: 35' 32'
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
PROPOSED REDUCER
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
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V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
-�-
BUILDING CFA: PRINCIPLE FACILITY = 7,156 SF
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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 b -
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STOP SIGN
FUTURE SANCTUARY 4,080 SF
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to
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
FUTURE EXPANSION J 2,190 SF
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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
final VDOT approval.
PROPOSED SANITARY LATERAL CLEANOUT
REQUIRED PR VIDED
BUILDING SETBACKS: FRONT: 60' FRONT: 2�4.05'
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
SANITARY MANHOLE IDENTIFIER
12
SIDE: 50')K SIDE: 1 5.04'
¢
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must be provided to Rockbridge County Public Service Authority prior to issuance of grading and/or site
development
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
REAR: 50')K REAR: 8I0.32'
permits.
and further where determined necessary by VDOT Inspector.
STORM DRAIN STRUCTURE IDENTIFIER
O
)KSETBACK IS 100' WHEN
ADJOINING USE IS AGRICULTURAL
19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be dome 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
_
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REQUIRED PROVIDED
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
PARKING SETBACKS: FRONT: 5' FRONT: 382'
in accordance with state law. In the event gravesites are discovered during construction, the owner and
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
CENTER -
-
yT SIDE: 5' SIDE: O99'
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
1'0
REAR: 5' REAR: 608,00'
acceptance of work. Unit and total prices may be obscured.
EXISTING SPOT ELEVATION
21.
The contractor is to verify field condithons 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 p�;�vement
PROPOSED SPOT ELEVATION
7151
PARKING CALCULATIONS
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
PHASE I
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
F.A.R. CALCULATI❑NS REQUIRED:1 PER 3 SEATS
professional engineer and results submitted to Rockbridge County prior to pavement construction. If a
TOTAL OF 203 SEATS YIELDS
geotechnical report has been prepared, it should supersede the requirements in this note.
V18.
Final location of CG-12 Curb Rams shall be determined b VDOT Inspector.
P Y P
NOT REQUIRED IN RA ZONING
68 PARKING SPACES REQUIRED
71 PARKING
G SPACES PROVIDED
23.
Contractors shall notify operators who :maintain underground utility lines in the area of proposed excavating
(TOTAL I DEVELOPMENT
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
LANDSCAPING CALCULATIONS HANDICAPPED SPACES REQUIRED:
3
of excavation or demolition. Names amd telephone numbers of the and operators underground utility lines
in Rockbridge County appear below. T'hese numbers shall also be used to serve in an emergency condition.
HANDICAPPED SPACES PROVIDED:
3
NOT REQUIRED IN RA ZONING
PHASE II
UTILITY CONTACTS
FIRE MARSHALL'S NOTE
REQUIRED:1 PER 3 SEATS
TOTAL OF 400 SEATS YIELDS
7
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Water/Sewer: Frederick County Sanitation Authority
133 PARKING SPACES REQUIRED
139 PARKING SPACES PROVIDED
E 4
Fire lane markings and signage:
�..;
RO, Box 1877
Any 'No Parking" signs and yellow painted curb locations will be installed
HANDICAPPED SPACES REQUIRED:
5
H
f2t4 E-
Winchester, VA. 22604
by field inspection at the direction of the Fire Marsha(l's ❑ffice.
HANDICAPPED SPACES PROVIDED:
5
W
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(540) 868-1061
ENVIR❑NMENTAL FEATURES
U)�D
PERCENT TOTAL PH. I & II DEVELOPMENT:
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Phone: Bell -Atlantic
FEATURE DISTURBED 139 SPACES
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P.O. Box 17398
Baltimore, M'D 21297
FL❑❑DPLAINS 0
4.
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(301) 954-6282
LAKES & PONDS 0
WETLANDS >lAC 0
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Power: Allegheny Power MISS UTILITY 1-800-257-7777
SINKHOLES 049
W W
P.O. Box 1458
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Hagerstown, MD 21741
NATURAL S.W. 0
AREAS
MDETENTION
ow
1-800-654-3317
04
STEEP SLOPES n
4-4
Gas Shenandoah Gas Co,
>15%
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Box er, VA 22604
Win
Winchester,
WOODLANDS 0 o ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE
WILL
(540) 869-1111
MEET THE REQUIRED Z❑NfNG STANDARDS OF FREDERICK COUNTY
FCSA CONSTRUCTION NOTES
TRIP GENERATION DATA
61OVER SHEET
LIIII.
1, WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
I TE 6 TH EDITION
ADDITIONALLY MEET ALL REQUIREMENT'S OF THE FREDERICK COUNTY SANITATION AUTHORITY.
WEEKDAY
"-A2.
U MARK D. SMITH 9
Project Nave:
Project Number:
THE CONTRACTOR SHALL COORDINATE W/ITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
3. EXACT L❑CATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE C❑❑RDINATED WITH THE
560 CHURCH 9.11 X 7156 SF/1000 =65 VPD
t No.022837
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FAITH
5 A PT 15 T C H U RG H
2 j2 S
AUTHORITY'S INSPECTOR.
SUNDAY
560 CHURCH 36.63 X 7156 SF/1000 =262 VPD
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Magisterial District:
Date of Plan: (Month, Day, Year)
4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
METERS, BEFORE A PERMANENT METER IS SET, THEY REQUIREt 1) THE FRAME AND COVER TO BE PROPERLY
NAL
ALIGNED WITH ITS METER BOX AND Y❑IKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF
OPEQUON DISTRICT
2/23/99
THE L❑T3 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
INCHES; AND 4) ALL COMPONENTS OF -THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER, IT IS
APPROVAL BLOCK
Garner: Zip Code & Telephone No.
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
PROFESSIONAL SEAL & SIGNATURE
Address, Including
g p p 104 5A
WOOD DRIVE
5. THE SANITATION AUTH❑RITY SHALL INSTTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
TRU5TEE5 OF FAITH 5APT15T CHURCH STEPI4E�15
CITY, VA 22655
DATE:
02�23�99
THE L❑CATI❑N OF THE TAP AND THE TERMINATI❑N P❑INT OF THE LATERAL ARE TO BE CO❑RDINATED WITH THE
THESE PLANS ARE IN CONFORMANCE WITH
(540) &8-1�95
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
6. THE SANITATION AUTHORITY SHALL TAP' ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
APPROVED BY THE ZONING ADMINISTRATOR Fl"'"
m� % °1� z
�`Y
FREDERICK COUNTY STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
Developer: Address , Including Zip Code &Telephone No. 104 5A�GWOOD
DRIVE
DESIGNED BY:
SWR
AND MAKE THE TAP, THE CONTRACTOR IMUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK.
7. THE
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, \D.��
IN THESE PLANS SHALL BE APPROVED BY
TRU5TEE5 OF F,4(Ti--i B,QPT(JT CI--IURC�i STEPHE
5 CITY VA 22655
,
CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
r
THE ZONING ADMINISTRATOR PRIOR TO
(540)
8-1195
8. A DOUBLE CHECK VALVE BACKFLOW PRIEVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
�
�"f % r.t"�e ��cJ
CONSTRUCTION.
CHECKED BY:
DOMESTIC) THAT GOES INT❑ A BUILDINiG. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013.
I
Engineer Certifying Plan: Address, Including Zip Code & Telephone No,
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED,
SIGNATURE DATE
GREENWAY
151 WIND
ENGINEERING WINCHIE45TER,
HILL LANE
VA 22602
JOB N0.
2328
(540) 6i62-4185
SHEET 1
OF 5
EX 12 " CMP
INV=14'B.12 12
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PROP. 3-24" RCPSI
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IN 48 pp zcf: 5 p
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RD SETBACK r_M�. r_r- + t-ulu r- C\2
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PROP. EP N '_40 5(0
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PROPS 3-24" RCP PROP Fw
BEND (o
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41 w
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NOTE- THIS 15 NOT 11
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A BOUNDARY SURVEY. 52 VALVERED
VAN AC
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NOTE- CG-12 ci P.P. <
RAMPS LOCATION I I -
WILL BE DETEf;;;S1INED \ 9 „ / ,52 f \ �'O 5 ��i, \ fi 2 I i } 'I`�f 3 �� {
:3
V)
BY VDOT FIELD INSPECTOR U-
%P n4 ell
IN CG-11 ENTRANCE. v Ld
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UMP5TER
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-7 120'
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PROF'. 6
DRAIN E51!T.�'
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DESIGNATES PROP. 25' >
X v 4;4
RIGHT-OF-WAY DEDICATIONT 00
.41
'5TE FUTURE DUMF ER
PRO ZAPEZOIDAL 4-- ---- \',-3 -t� v U
P. ff PAD LOCATION
. =�` \DITCH (10' E�OTTOM)
Ole
\`\ �� ;+r'`"�5 ;� �' / Ste\ \ //i" �' `K,: ''' •-'` t
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V. 54 53 0
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V, NOTE: PHASE 11 PARKING
A
- DESIGNATED BY SCREENING.
- 1-4
NOTE: WHEEL STOPS ARE
REQUIRED AT ALL PARKING STALLS
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AREA TABULATION
PROP. 24" RCP
AREA 14.4145AGRE5
AREA OF AU DEDICATION 0.351(o AGRE�/?'
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O 5\tl 02\ AREA AFTER DEDICATION 14.12213 ACRES
BONINE�, 50L 'x
4.4 PROP. TRAPEZOIDAL EL-="'T403'2\ TTbM) DITCH (5' 50
EX 8aN, 1"41P "A'\ E-
7 OF = 7 4712
NI /, I N = 142. 5 4 If E_
!NvCUT=142,42
RAISE TOP Iff
� (D
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5IDEYARD'SETBACK
TM 56-A-15
TM 86-A-13 N
E.R. NEFF EXCAVATING, INC. TM 0&-,4-14
SANDRA P. CONNER -4,
PAROLED C. THOMAS, JR TM
0 W
D5. roil PG. 5(00 DE3. 105 PG. 5roa It r
-123 PG. 413 >4 D5. llcJ PG. 521 V.
DOUGLAS W HAROLD, JR
D5.
Z0NED:F;i'_A ZONED -RA ZONED:F;-
USE- RESIDENTIAL USE: RESIDENTIAL ZONEC>:f;-7>A
/.USE: 'SIPEN IA L
IT USE.• RESIDENTIAL X7
':-6- "' 2
lsi�_oi , - "
4
INr_ SETBACK
N,
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If N 46*41'36" W 1015.11'
1114 1 A(:,-,4E
fi E AREA 12 A10 A-12 E --
TEES�OFY:'41TH) TM &ro
<ENNETH E. WYMER
D5. 650 PG. 405
ZONED:RA
ONED-RA
TM 06-A-21 (DOUBLE CHURCH AG. DISTRICT)
USE: AGRICULTURAL WOODSIDE ESTATES Ise: VA'CANil
SUBDIVISION
D15, ale PG. 1110
ZONED -RA
USE: OPEN SPACE LANDSCAPE 5CPEDULE: DATE: 02/23/99
F_
Al5fil_ QTY. BOTANICAL NAME COMMON NAME SIZE (MIN.) CONT. TOTAL COVERAG
TM 86-A-125 SCALE: 1" 30'
<ENNETH E. WYMER TA 50 TAXU5 CU5PIDATA JAPANESE YEW 3' PT. 545 SCREENING
D5. 5(o8 PG. 458
ZONED: RA
(DOUBLE CHURCH AG. DISTRICT) DESIGNED BY: SWR
USE: RESIDENTIAL
OVERALL PLAN VIEW iNv. 7 40.6') 30 15 0 30 (00
2 X" C"fF-4 JOB NO. 2328
IEX)-a'r!NG 4
SCALE. P 30'
SCALE- I"=200' SHEET 2 OF
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3000 psi W1 FIBER
4 21-8 BASE
STONE
SI1)EW,4LK SECTION
2" St-1-2A
6" 21 -B BASE
STOi 4E
AJ
ALTERNATIVE PARt:rIN6 AREA
PAVEMENT SECTION.I
(BASED ON C5R-6�)
• 8" CONCRETE
3000 ps1
U11TH MESH
4" 21-8 BASE
STONE
DUi"iPSTER PAD SECTION
1.5" SM-2A
3 N BM-2
S" 21-8 BASE
STONE
ENTRANCE PAVEt-1ENT SECTION
(BASED ON CBR-(o)
b
tl
V
Install 1:2" of 2q`-g9e rate)
21-8 b(shind curb (t'latch
CCs-6
Q. Sere Entrance / 12' Existing
3 Paviement Section Taper Lane
�q E .Above
017
VDOT Field Inspector
9 N will approve CCG-ll
entrance before construction
HalfTypical Section
of Entrance
Not to SCa Its
- ..
-t•M. 7TL. TYIa1G _ALL C.OILMill
'
ANO T.
T. e! 9H I► W'G'"a
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DU IvtP'9TE R GATE DI E TA I L-
(NIT T. I► At.i)
IK4"ebAPof
Ve ALL MATrJ-f At_
TF1r_ATeTO — - - - - - - -
- WMOGPc• - ' IF ReN T 6'
. VletnL
Tor Z•A (.' -
tLl G N(_
f7ETAIi - E50AI'a:7 FEN6E-AF9cUND
— Vtlr,xteSreR-. fait p� .--- -
ADA St'd 'Handicap Parking Onl "
& "Van Accessible Sings
Exposed
Agg-
Ramp i Ramp Concrete
1:12 _ 11:12 Valk
Max
8' S''Curb 8'
Z.C. Painted
Symbol
M a
Handicap
Space
8'
5" or 8'
TYPICAL HALNDICAP SPACE
AND RAMP DETAIL
standard manhole
77
2'0" min.
.......
tY
53"
:S
P
SECTION A -A
WHEEL STOP DETAIL
NOT TO SCALE
cast iron cleanout cap with brass plug
R ` having a countersunk square head
Ponella Model PA4SV-CSK (4")
t Panelia Model PA6SV-CSK (6")
finished grade
P
r rh, •, _
L square concrete skid pad
20"x 20% 12" deep
I
aggregate base
( depth 3" )
cleanou pipe --- -- �•
_ SDR I 1
"r sanitary
wye sewer main
i
Wye
wood
spacers
stainless steel straps
at 2 It, intervals
�'}�-- tamped stone backfill \
v
;ZI (8" minimum beyond piping) 6" stone bedding
support footer/blocks
:�
NOTE:
5 stone
bedding
1. fittings and pipe for drop to be
same size as incoming sewer
2. no inside drop allowed
DROP MANHOLE
Figure 13
AMENDMENT NO. 1 - JANUARY 1996
AMENDMENT N0. 2 - APRIL 1997
NOTE Where length of service lateral to exceeds 75'
a cleanout assembly shall be furnished at the
property line.
SEWER CLEANOUT
Figure 17
tt—tom
own wrnl hrx-krill
geniaI backfill
%0%
M�.1,11
w IWI�: '•
O.D. I O.D.? a L_pw
+ 1/2 O.D.
\-stone aggregate ` concrete
CONCRETE ARCH CONCRETE ENCASEMENT
repave to 1-1/2 times
original thickness i —saw cut to be mode at
time of replacement.
118 te�
CG-12 J
Taper curb height down
3'-0'• to 0 0l this paint or u
Min where
a d full height =N
_--------------- where oPPlicable.
____________ ________ � Varo 3' Min. /
5 tlewalk� 4' Min' Var. idth Sidewolk
or oce ®von. s
Sidewalk or Sidewalk Space o
Spo •�o�o�o o`•'o N
a
RADIAL PLAN TYPICAL. ALTERNATE RADIAL PLAN _
FOR USE AT APPLICABLE STREET For Carmercial Entrance
CONNECTIONS AND COMMERCIAL (Heavy Truck Traffic Anticipated)
A E- ENTRANCES. see Standard CG-13 sheet 203.10
-
B far. B
Sidewalk
Side
Spa
AF TANGENT PLAN Slope 12:1 Maximum
ISOMETRIC
® 7" where Sfd. CG-3 CG-7 is used. VIEW
Sidewalk Area T-4" is the minimum
requirement to
(with or without buffer strip) achieve a 12:1 slope NOTES
St•d. CG-2 ®6 - 7'-4" Curb romp to be class A-3 Concrete with exposed aggregate finish.
or cc-6 _ _ _ - _ _ Romp shall not exceed a maximum slope of 12:1.
e.33>< Mox. - - -
4 Curb ramps are' to be located as shown on the plans or as directed by
the Engineer. They are to be provided at intersections wherever on
accessible route ® within the right-of-way of a highway facility crosses a
curb regardless of whether sidewalk is existing, proposed or nonexistent.
They may be offset from pedestrian crosswalks as shown on plans or as
SECTION A -A This item may be directed by the Engineer, but should not be located behind vehicle slop lines.
precast or cast in place. Existing light poles, fire hydrants, drop inlets, etc, will also affect plocement.
Curb romps will be measured and paid for at the controct unit prices
for Exposed aggregate sidewalk, complete -in -place.
Slope 12.1 Maximum Curb/curb and gutter slope transitions adjacent to curb romps ore included
m payment for curb/curb and gutter.
y` When used in conjunction with Standard CG-3 or CG-7, the curb face on
this Standard is to be adjusted to match the mountable curb configuration.
® Treatment where width of sidewalk or sidewalk space is less than 7'-4"
SECTION B-B
® Accessible route is defined as o continuous unobstructed, stable, firm and
Limits d Exposed aggregate sidewalk be approached,
path connecting all accessible elements of a facility that can
entered and used by persons with mobility impairments.
CURB RAMP SPEC"
REFERENCE
(PERSONS WITH MOBILITY IMPAIRMENTS) 502
VIRGINIA DEPARTMENT OF TRANSPORTATION 504
� 203.09
la
for
o
walk
Oat
�
trench to be
® compacted 21-A
76"
V.D.O.T. PAVEMENT REPLACEMENT
TRENCH & BEDDING
Figure 1
5- min.
corer
With
Teen
GRAVITY SEWER SERVICE LATERAL
Figure 15
7'
we
1 1 '_C•
concrete pad 1'-6" sq. x 6' deep
DEELARD DETAIL I
direction of setting to be approved prior to installation
as required _ concrete pad 1'-6' sq. x 6" deep
2" min. - 6' max.
I I
stone to be minimum screw type
of 6' above top of base adjustable
valve box
I I
locator
ocat peg
I
mechanical joint
swivel tee with
6' branch
1 I r tlr , 1•
i I
cllrlaete AST11C-150
4000 psi
jolts• are to be sdakd -
wlli 0 ring ga*$ -
infant dwid ro • a
smooth tiaraff ul-to out,
for al mme'CtianS
grout bottom of wa"
ro form dial
piarlea 301 mastic applied
wil joints and on
Oil side of 1D h
vaifbk
ro Moth*
carwt fim to be
b1 flem* sieve
S4, rirk
4'-T rtax
6" tMAdag Stone
itOiE$ : 1. Nafale secliom shop lave on external coating of approved Ititlrttostic water proofing prior ro iflsUoNatiotl.
2. 1 od)ustrrled elevation etill two irtL'hes use cartaete odiustment flogs with a extffO coafiN of
b waistic water proofing.
3. Foal slope odjtstment of madale name may be by shuns and nDn-*ink grad.
4. Skid pad to be pkttxd amend mafaks lowli d a *i liters of roods.
5. Flat top casting slap be teed on shallow manhole (6 It or less) kstapdions
STANDARD MANHOLE
Figure 12
C+
C
CG-II
\ Radial combinofion
-
\ curb and gutter
I
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9
I� EI
*Radius to be as
9
m
m
I al
I'rn
shown on plans
I
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N
e�'.
a
U
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Street approach same
o
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surfacing as main line
1,
6„
roadway
I
I�
m =
Expansion Joint
O
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a
N
�—
E
Main line roadway
A�
E
Note
Width "B" 2'-0"or as
N
Nf m
a ;
shown on typical section.
N ,
HALF
PLAN
Gutter line Face of Gutter line
Main line Roadway Curb Curb of Side Street
When used In conjunction with Standard CG-3
or CG-7, the curb face on this Standard is to be
adjusted to match the mountable curb configuration.
SECTION A -A
SPECIFICATION STANDARD CONNECTION FOR STREET INTERSECTIONS
REFERENCE
502
VIRGINIA DEPARTMENT
d
TRANSPORTATION 203.08
top of bench-wdl
some elev. as
top d Poe
screw type
adjustable valve
box
locator peg
!l 1
W
W
Z
Z
W
o
to
00
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x
��
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i,
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rn rn
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y
GATE VALVE
Figure 8
z
O
METER BOX and COVER
>
METER BOX (See Note)
METER BOX COVER
18 in. Dia. Non -Traffic
M32C-PW
wN
Traffic
A32HH - T
W
24 in. Dio. Non -Traffic
MC-30 (Frame) WITH RML-1-T (Top Lid)
Traffic
MC-30 (Frame) WITH RML-12-T (Top Lid)
Note: 1 /2" thick polyethelene plastic 30" deep
(vertical crush strength shall exceed 3000 pounds)
treated 2"x 4" with
top 6 painted blue
meter cover
set 2" above
fin. grade prior
18"
W
varies as required
to sodding
E ,
Q
corporation
stop 3" stone bedding 18
-21"
meter
by F.C.S.A
meter
box
surrounding box
onglllcheck valve
36"min.
with drain valve
4 '
8"min.
ogle yak
ball valve
LI
type K copper
tubing, continuous
water without p�ooints from
main main io meter
6" stone bedding
transition to meter
setting as required
r curb do gutter
—
Street
METER SETTING PARTS
line
size
meter
size
yoke
angb yoke
ball valve
angle check
valve
expansion
wheel
3/4
5/8"x3/4'Y502
BA94-223W
HHCA94-323TD-G
EC-23
1"
3/4"
Y504
BA94-344W
HHCA94-323TD-G
EC-23
1"
1"
Y504
BA94-444W
HHCA94-444TD-G
EC-4
INSTALLATION NOTES:
I "
slaewalk;y:::;.:>
1. Exact location of meter box assembly
to
M....: i .
lN/...........................
to be approved prior to installation.
2. Water service crossing street shall be
Y
............
encased in 2" dia. SCH40 PVC or
M
o
.....:coppier....:
SDR21 piping. The piping shall run from
3/4" type K
one foot beyond sidewalk, across the
copper for
street, to one foot beyond sidewalk.
single meter
i "x3/4" Wye
installation
DUAL
METER INSTALLATION
5/8", 3/4" & 1
" METER
INSTALLATION
Figure 5
AMENDMENT
N0. 2 - APRIL
1997
AMENDMENT
NO. 3 - OCTOBER 1998
B
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ZA
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CG-6
E-I E—
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... .� ,•.A. 1
A _ The bottom of the curb and
- gutter may be constructed
Iparallel
to the slope of sub-
surface
F�---6' 2'_0" courses provided a
minimum depth of 7" is
This area maybe concrete maintained.
of the option of the contractor
This curb is to be used when
design speed is 40 MPH or less
on Rural highways and 45 MPH or Note: Comb. ttx•b a gutter Having a radius
less in developed urban &suburban of 300'or less (abng face of curb) shall
areas• be paid for as radial combination curb a
gutter.
This item may be precast or cast in place.
Concrete to be Class A3 if cost in place,
4000PSI If precast.
REFEr:EwcE COMBINATION 6° CURB 8t GUTTER
05 VIRGINIA DEPARTMENT
502 �
TRANSPORTATION
DATE: 02/02/23
SCALE: AS SHOWN
201.03
DESIGNED BY: SWR
JOB NO. 2328
SHEET 4 OF 5
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IN%, t1ET 5 TQRAC%E= 412.1 CY
51 121 cy
lopDRY
+ DEUJATE R ORIFICE INV. = 1465
` \ ; \ CLEANOUT V.al B
CRE PRINC. SPILL WY ZT = 148
>
%
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EF,0510N/5EIAMENT CONTROL LEGEND54
\ \
54
01
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NO.
KEY 6YI-150L DESCRIPTION
\ I
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TEMPORARY GRAVEL CONSTRUCTION302 oc-E
EINTRANCE
`o `'\ `\ \ \ s,.e
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®
v
03
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3.05
>( SALT FENCE
r 01
-
r
STORM DRAI INLET PROTECTION
TEMPORARY DIVERSION DIKE
A, 48"
3.10
TEMPORARY FILL DIVERSION
@
CMP
24" RCP
RISER
OUTI.-FT PIPE",
3.12
ov DIVERSION
.3.13
3.18
(sDT —oaao—TIEMPORARY SEDIMENT TRAP
OOUTLET PROTECTION
k 43-
+
3.20
333
CIWE(-'< DAMS
500DOIN63
\\ , 1,
022\
//
If I
TH15 .&HEET F=Of;R EFR0510N 4 &EDlt -1ENT "60NTfROL
f >
ONLY -!
cc
335
O 0-0-0 TREE PROTECTION
LIIMITS OF CLEARING CiRADIN63
50NNE�,BOLT +
0
DIRAINAGE DIVIDES
4
EX BAN. '(-11- 4 ",4"\
X
CRITICAL SLOPE CRITICAL SLOPE TO 5E SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OF CARAD)INGG, OR SODDED AND PEGGED WITHIN
E
77
TOF=14712
A
'4a
E-
0
14 DAYS AFTER START
J
am
SEDIMENT BASIN SCHEMATIC
STONE CONSTRUCTION ENTRANCE
\7
SILT FENCE INSTALLATION n
ELEVATIONS
DESIGN HIGH WATER
c)
U) �
70' MIN. 1.
SET THE STAKES
J�
2. EXCAVATE A 4* x 4" TRENCH
-x
CREST OF
(25 YEAR STORM EL EMERGENCY
SPILLWAY
✓
44
�17
A EXISTING
PAVEMENT
3'
UPSLOPE ALONG THE LINE OF STAKES.
D r" If
IL
0
�D
MOUNTABLE
MIN 1 0'
RISER CREST
FILTER CLOTH --/ 6' MIN. BERM (OPTIONAL) fA
\w -
67 CY/AC
DRY STORAGEdi
o �4
SIDE ELEVATIIONo
EXISTING 70' MIN.
GROUND
N
DEWATERING
ur-vlk-.r_
67 CY/AC
RECOMMENDED DEWATERING
SYSTEM FOR SEDIMENT
4.4
B WASHRACK
WET STORAGE
C)
10' MIN. --I
(OPTIONAL) 3.
I (
STAPLE FILTER MATERIAL
TO STAKES AND EXTEND IT
INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL \ % \ I I
�
--- — -—-
SEDIMENT CLEANOUT CONCRETE
BASE.
BASINS
1-1
U)
0
12 MIN* EXISTING
PAVEMENT
A
POINT (WET STORAGE RISER IMBEDDED TO
REDUCED TO DEPTH 12
PROVIDE ADEQUATE POLYETHYLENE
POSITIVE DRAINAGE
34 CY/AC)
STRAPPING
CAP
L6
10' MIN.
#1 COURSE AGGREGATE B TO SEDIMENT
TRAPPING IDEVICE
DESIGN ELEVATIONS WITHVDO7
EMERGENCY SPILLWAY
• MUST EXTEND FULL WIDTH OF
INGRESS AND EGRESS OPERATION
PLAN VIEW'
DESIGN HIGH WATER TOP OF
DAM
TACK
WELD
DEPTH
PERFORATED POLYETHYLENE VARIES AS
DRAINAGE TUBING DIAMETER* REQUIRED
SHEET FLOW INSTALLATION
Is
(25 YEAR STORM ELEV.)
VARIES (SEE CALCULATIONS FOR DRY
IN APPENDIX 3.14-A) STORAGE
12' MIN.
(PERSPECTIVE VIEW)
ss
MIN,
0.5' 2.0' MIN. 3.0'
MIN 1.0'
WET
Ell
3" MIN.
T 3" MIN.
.
..........
..........
RISER CREST
STORAGE
"FERNCO-STYLE"
COUPLING
FILTER
r-1
NOTE: LAND ED I 5TUfR5ANGE
67 CY/Ac ...................
DRY STORAGE ..........
DATE:
02/ 23/99
SECTION A --A
FLOW
A
f=EfRMIT REQUIfRED f=fRlOfR TO
30 ie�
DEWATERING
0 30 ro 0 DEVICE
CORRUGATED
METAL RISER
DEWATERING ORIFICE, SCHEDULE
40 STEEL STUB 1-FOOT MIN.
B
'181,11511i
INITIATININITIATING51TE GRADING WORD
81fz'
67 CY/AC
WET STORAGE
DIAMETER VARIES (SEE CALCULATIONS
IN APPENDIX 3.14-A)
SCALE: 1"
30 '
--------------------
"
5CALE. V 30'
SEDIMENT CLEANOUT
POINT A SHOULD BE HIGHER THAN POINT B.
IE><'5 IT !Nkl 4 2X2'b Cf:-
, 11
CONCRETE
POINT
BASE.
NOTE:
WITH CONCRETE RISER, USE PVC SCHEDULE 40
STUB FOR DEWATERING ORIFICE.
DESIGNED
BY. SWR
REINFORCED CONCRETE SECTION 13--B DRAIN SPACE
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
DESIGN ELEVATIONS WITHOUT
EMERGENCY SPILLWAY
DRAINAGE TUBING SHALL COMPLY WITH ASTM. F667
JOB NO. 2328
I EM-302
I
JESD-314A (RISER PASSES 25 YR. EVENT)
ESD-3148 AND AASHTO M294.
SHEET
5
OF
6
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GE'NE'RAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
a
Z
EXISTING INTERMEDIATE C❑NT-•BHI�-- - �U -- �� �.
SCALE 1 "= 2000'
'V
cc
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
P
County construction standards and specifications and/or current VDOT standards and specifications.
to including detention basins during
Vl .
All work on this project shall conform to the latest editions of the Virginia Department of
P 7 g P
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
EXISTING INDEX CONTOUR
PROPOSED CONTOUR
vJt
EX F/F
�r S` A �, i �q
r I' I q .�q.�
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' � 0 5 , U1e1S
Qo
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linhclt ER /hcH , ,, ,°o T�
04// nrie, ,.
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2.
Measures control erosion and siltation, ponds serving as silt construction,
must be provided prior to issuance of the site development permit. The approval of these plans in no way
a licable. In the event of conflict between an of these standards s ecifications or
PP Y P
plans, the most stringent shall govern.
EXISTING EDGE OF PAVEMENT _
PROP E/P
o��` 5. e',i'^
I /
Tod
relieves the developer or his agent off the responsibilities contained in the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
, s, `
I
i q�PI AEI'
o ri, r
�sx^o
o E s
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
-- _
EXISTING CURB AND GUTTER-
Fk ;;mot,
-- - - --- -----
5= W
��a � s° � a
EsTA Es 641. o _
� n Nighv,ay A 6 ° NOTTOWAY
Z
SHERA
---
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & Regulations.
Y g
PROP C&G
°°rFo `�s, '
� 4
I P s, �
De n,�."i 3 TOWNHOUSES
9 277
l�
■ ■ ■
�i■
cat
VDOT and Rockbridge Count prior Lo construction in existingState right-of-way.
this does issuance by VDOT is
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
PROPOSED CURB AND GUTTER
CG-6
CG-6R
/ /
xit•78
wooes'ot onl'^ ,'�n°pw n
9
�
/ _
CQ
Co
4.
Approval of plan not guaranitee of an entrance permit when such permit
shall be in accordance with the current edition of VDOT's work area protection manual.
P
TRANSITION FROM CG-6 TO CG-6R
Y
"
'4 m
required under State law.
q
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
m
Iephens City � i
Mennonite
A
W °O�
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-
.
63644
o
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5.
The exact location of all guard rails vwill be determined by VDOT personnel. "A joint inspection will be held
with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation
P Y P P g P P
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
V4.
January, 1994 or latest edition of Road & Bride Specifications, Section 104.04-C.
Y. ( ) g P
Design features relating to construction or to regulation, control and safety of traffic may
EXISTING TELEPHONE LINE - --
PROPOSED TELEPHONE LINE -- --- -f - ---- - -- --
EX. 1;5" RC'
EXISTING STORM SEWERV-�-�_
_
- iot -- -
1�
RIDGEFIELD o�
Wp
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n
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PARK
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CO to
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to CQ
responsible for providing guardrail anLd paved ditches as determined by this joint inspection." Refer to
Virginia Department of Transportation. (VDOT) Guard Rail and Paved Ditch Specifications.
be subject to change as deemed necessary by VDOT.
-���r__�
___.__�
PROP. 15" RCP
-
I{
++ „�
641
�y _._rmcz__ --
+�
0
6.
An be available at the construction Also,
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
I - I - ,? _
/ _ _ _ -
-- -
W
o NT
�,to
approved set of plans and all applicable permits must site. a
land use permits for any work on VDOT right-of-way.
representative of the developer must be available at all times.
EXISTING SANITARY SEWER
SHEET INDEX
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
to
�,
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
SHEET 1 COVER S H E T
S
�
(1) o
�
an undetermined length of time. VDOT will also require 48 hours notice for an
Y g q Y
EXISTING GAS LINE --
------
SHEET 2 SITE PLAN
o
a;
y
9.
All pavement sections on the approvedl plans are based on a minimum CBR value of 6. CBR values less
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
inspection.
SHEET 3 PR❑FILE AND DETAILS
SHEET 4 DETAILS
PROPOSED GAS LINE
W
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 from the
p g q project
SHEET 5 EROSION AND SEDIMENT CONTROL PLAN
w
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 LDS
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
PROJECT INFORMAT ON
be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
FENCELINE - -
- - --' -- - -' ---
12.
Construction debris shall be containeriized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
%
PARCEL IDENTIFICATION NO, 86-A-72
one litter receptacle shall be provided at the construction site.
P P
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
.�
STREET ADDRESS: DOUBLE CH,RCH ROAD
and at the end of construction.
EXISTING TELEPHONE POLE
�.�
TOTAL AREA: 14.475 ACRES
�
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
PROJECT AREA: 6.72 ACRE S
a
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE
DISTURBED AREA: 6.72 ACRES
whatever measures are necessaryto iinsure 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
A ,T,
CURRENT ZONING: RA
Z
0
Z
Li
condition at all times.
CURRENT USE: VACANT
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a
M
14.
Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitary
Y company P /
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
PROPOSED FIRE HYDRANT
PROPOSED Z❑NING: RA
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
PROPOSED USE: CHURCH SITE
>
a
Q
sheets, and connections to existing limes.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
U_
a
15.
All sanitary sewers and water mains amd 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
m
ALLOWED PROVIDEDw
standards and specifications of Rockbrridge County and/or the Rockbridge County Public Service Authority.
prior to placement of fill.
EXISTING REDUCER
BUILDING HEIGHT: 35' 32'
Q
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
PROPOSED REDUCER
PRINCIPLE FACILITY = 7,156 SF
w
o-
po
>
0
be compacted in 6" lifts to 95% of theoretical density determined b
STOP SIGN
BUILDING GFA:
Cl
w
prior to construction. The contractor- shall inform the engineer of any conflicts arising from his existing
maximum as
P Y y
FUTURE SANCTUARY = 4,080 SF
w
to
utility verification and the proposed construction.
AASHTO T-99 Method A, within plus or minus 290 of optimum moisture for the full width
VEHICLES PER DAY COUNT
100
FUTURE EXPANSION 2,190 SF
> Ln
w
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
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
result of his construction project within or contiguous to the existing right-of-way.
P j g g g Y
Road and Bride Specifications. A co of all tests shall be submitted to VDOT
g P copy prior to
PROPOSED SANITARY LATERAL CLEANOUT
REQUIRED PR❑VIDED
final VDOT approval.
BUILDING SETBACKS: FRONT: 60' FRONT: 254.05'
W
a)
11-1
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
SANITARY MANHOLE IDENTIFIER
12
SIDE: 50')* SIDE: 155.04'
Q
Go
N
must be provided to Rockbridge County Public Service Authority prior to issuance of grading and/or site
V14.
VDOT- Standard CD and UD underdrains shall be installed where indicated on these
REAR: 50' REAR: 810.32'
A
M
19.
development permits.
The developer be for the is his
plans
and further where determined necessary by VDOT Inspector.
STORM DRAIN STRUCTURE IDENTIFIER
O
)KSETBACK IS 100' WHEN
ADJ❑INING USE IS AGRICULTURAL
will responsible relocation of any utilities which required as a result of
project. The relocation should be dome 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 - -
- - - - - -
REQUIRED PR❑VIDED
20.
These plans identify the location of all. known gravesites. Gravesites shown on this plan will be protected
PARKING SETBACKS: FRONT: 5' FRONT: 382'
in accordance with state law. In the event gravesites are discovered during construction, the owner and
VI 6.
If required by the local VDOT Residency Office, copies of all invoices for materials within
CENTERLINE
- -
SIDE: 5' SIDE: 43.99'
engineer must be notified immediately7.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
? 20
REAR: 5 REAR: 608,00 '
acceptance of work. Unit and total prices may be obscured.
EXISTING SPOT ELEVATION
21.
The contractor is to verify field conditiions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED SPOT ELEVATION
715 3
PARKING CALCULATI❑NS
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 ,.� - ._�.
ti• �_: ^�- ,.`.,�.^-
PHASE I
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
F.A.R. CALCULATI❑NS REQUIRED:1 PER 3 SEATS
professional engineer and results submitted to Rockbridge County prior to pavement construction. If a
TOTAL OF 203 SEATS YIELDS
geotechnical report has been prepared, it should supersede the requirements in this note.
V18.
Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
NOT REQUIRED IN RA ZONING 68 PARKING SPACES REQUIRED
23.
Contractors lines
71 PARKING SPACES PROVIDED
shall notify operators who maintain underground utility in the area of proposed excavating
I DEVELOPMENT)
cT-
orPH.
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
LANDSCAPING CALCULATIONS HANDICAPPED SPACES REQUIRED: 3
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
in Rockbridge County appear below. These numbers shall also be used to serve in an emergency condition.
HANDICAPPED SPACES PROVIDED: 5
o
,_..
NOT REQUIRED IN RA ZONING
PHASE II
-
UTILITY CONTACTS
FIRE MARSHALL' S NOTE
REQUIRED:1 PER 3 SEATS
TOTAL OF 400 SEATS YIELDS
Water/Sewer Frederick CountySanitation Authority
Y
Fire lane
133 PARKING SPACES REQUIRED
139 PARKING SPACES PROVIDED
E- 4
markings and signage:
�..;
P.O. Box 18-77
Any 'No Parking' signs and yellow painted curb locations will be installed
HANDICAPPED SPACES REQUIRED: 5
E 4
Q4 E-U
Winchester„ VA. 22604
(540) 868-1(061
b.y field inspection at the direction of the Fire Marshall's Office.
HANDICAPPED SPACES PROVIDED: 5
W
W
E-4 Z
ENVIRONMENTAL FEATURES
U) �D
PERCENT TOTAL PH. I & II DEVELOPMENT:
11
0A
(7 0
Phone: Bell -Atlantic
FEATURE DISTURBED 139 SPACES
0
U
P,O. Box 17398
Baltimore, MD 21297
FLO❑DPLAINS 0
4..
pin
Z
O
(301) 954-6282
W
LAKES & PONDS 0>
IL
�D
WETLANDS >1AC 0
O
O'er
Power: Allegheny Plower MISS UTILITY 1-800-257-7777
P.O. Box 1458
SINKHOLES 0
U
W W
Hagerstown, MD 21741
NATURAL S.W. 0
DETENTION AREAS
Q
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1-800-654-3317
STEEP SLOPES 0
�+
Gas: Shenandoah Gas Co.
>15%
Z
P.O. Box 2400
Winchester, VA 22604
WOODLANDS 0 ANY PROPOSED SIGNS, ❑UTD❑❑R LIGHTING, AND STORAGE WILL
H
(540) 869-1111
MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY
FCSA CONSTRUCTION NOTES
TRIP GENERATION DATA
COVER SHEET
L6
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS, THE LINES SHALL
I TE 6 TH EDITION
ADDITIONALLY MEET ALL REQUIREMENT-S OF THE FREDERICK COUNTY SANITATION AUTH❑RITY.
WEEKDAY
9
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTH❑RITY.
560 CHURCH 9.11 X 7156 SF/1000 =65 VPD
U MARK D. SMITH
No.022837
Project Name:
FAITH
APT 5 T CHURCH
Project Number:
2 328
3. EXACT LOCATIONS OF WATER AND SEWIER SERVICES ON NEW LINES ARE TO BE C❑❑RDINATED WITH THE
SUNDAY
O jam( �J(%°GjG��
1
AUTHORITY'S INSPECTOR.
560 CHURCH 36.63 X 7156 SF/1000 VPD
V�
4. THE SANITATION AUTH❑RITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
=262
SS-IO`N(A�LU
Magisterial District:
Date of Plan: (Month, Day, Year)
METERS, 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
OPECQUON U 15TRICT
THE LOT) 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
INCHES; AND 4) ALL COMPONENTS OF 'THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
APPROVAL BLOCK
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
PROFESSIONAL SEAL &SIGNATURE
Owner:
Address, Including Zip Code &Telephone No, 104 5,4RKW00D DRIVE
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
TRUSTEE 5 OF FAITH 5APT 1ST CHURCH 5TEf=I4ENS CITY, VA 22655
THE LOCATION OF THE TAP AND THE `TERMINATION POINT OF THE LATERAL ARE TO BE C❑❑RDINATED WITH THE
_
`'I:
1NA+_ s`,I i�' .. `N
,
THESE PLANS ARE IN CONFORMANCE WITH
(540) 868-1�95
DATE:
02/23/99
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
6. THE SANITATION AUTHORITY SHALL TAP' ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
1,e'F : -V [3
APPROVED BY THE ZONING ADMINISTRATOR '�'� `
- ���A.T� �. �\�'
FREDERICK COUNTY STANDARDS AND
ORDINANCES. ANY DEVIATION ❑R CHANGE
Developer: Including Zip Code & Telephone No.
p Address, 104 BARKU100D DRIVE
DESIGNED BY: SWR
AND MAKE THE TAP, THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK,
--�-a h. °
�D _off
IN THESE PLANS SHALL BE APPROVED BY
TRUSTEES OF FAITH 5Af=`T15T CHURCH STEPNE�15 CITY, VA 22655
CHECKED BY:
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
8. A DOUBLE CHECK VALVE BACKFL❑W PR?EVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
�C
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION,
(540) 868-1795
I
DOMESTIC) THAT GOES INT❑ A BUILDINJG. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013.
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
f b �(
Engineer Certifying Plan:
Address, Including Zip Code &Telephone No. 151 WINDY HILL LANE
JOB N0. 2328
SIGNATURE DATE
GREENWAY
ENGINEERING WINC1-IE TER, VA 22602
(540) 662-4185
SHEET
1
OF 5
W
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,
PROP. 3-24" RCFs`
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EX 12CMF
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4-�,.__.�-
037
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6R-77i -
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50-TA
- - 8, 50 IN = 48 '`\ 't ( PROF. EF
48
0
-sa r,� i Ll 9D
PROF. Ep + FUTU F C\2
co
+ 77�
SETBACK 58 10 + 02 �t
SIDEYA 7� S46 0 in
PROP. EP 0
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tp e / 3 \
sq, (v CID
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PROF, 3-24" R(7-1-5 51R, 9
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F:p
PROF. go
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\` ':. \ �O \ ` I-8 45' BEND <• > 't c\j
a DEPRESS CURB
PVC WIM w x to c\2
4 41 ALONG H.c. Pi;;Kra
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A9. N
54 (ryF-.) Lu
NOTE: THIS 15 NO'T 2:4)1v. Q)
A BOUNDARY SUfRvt N
52
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—/ SPACE 'T
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41- 58
(1) 0
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NOTE. GG-12
<
EPIK51��
F.RAMPS LOCATION (y)56-
WILL BE DETEf:;�'IINED1.4 \152 7/2 Z
BY VDOT F IELD INSPECTOR
ilip
IN CG-11 ENTRANCE. z
W
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ENCLOSURE
0� , \. s�\�\ r \ t\ x \ / I j sue, \ �'Q G�, ,�,� ��j� �, 6 ! l'\) f LAJ
'V Iv-
Q:� LLJ
LLJ
10,
r Ld DRAIN E5t'lT.\
PROF. STM. 1, Tdo
Q Of
-4-
DE51GNATE6 PROF. 25
v T,
RIGHT-OF-WAY DEDICATION
rn
FUTURE DUMF5TER
PROF. TkAPEZO IDAL Vp v U,
FAD LOCATION
E'30TTOM) , ;I- '�� > .1, -r- -
DITCH (10 7,
AN,
+ ti
�FOTURE EP 11 i j ! ti S�
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+ 0i
CD
54 . .... ......
0
A 54 af
NOTE: PHASE 11 PARKING
�:'\ \� `9•S` \. _�`.\ \ '� Q ?� ` _ . ` \ DESIGNATED BY SCREENING.
NOTE; WHEEL STOPS ARE
Z'
REQUIRED AT ALL PARKING STALLS
A,
co
V. \A.2,
REA TABULATION ,
PROP. 24" RCP
AREA 14,4145 AGRE5
dye lo R.AREA OF fRAJJ DEDICATION 0.351(o AGIRE5
02
AREA AFTER DEDICATION = 14.1229 ACRES
NE
L 1 4
BON BOL
PROF. TRAPEZOIDAL
EL.=�4&32,\
146 DITCH (5' BOTTOM)
>
EX 5"AN, MH
A
C.
INV, IN='142,r-2. -4, E
!NV. OUT -z -142 42 4wIon E.
RAISE TOP 1,0' �
N
•
V1
E-
IL56- SIDEYARD SETBACK r?? n-li'.
(4-
TM 0(o TM 0(o-A--13
E. NEFF EXCAVATING INC, TM Oro-A-14
SANDRA P. CONNER TM 2,ro - A -'1 1b
HAROLD C. THOMAS, JR
[D5. 6-1-1 PG. 5roa C
DE3. 100 PCs. 5il DOUGLAS W HAROLD, JR
DB. -1123 PG. 413
ZONED:RA ZONED:RA D5. 1'113 FG. 52-1
If) ZONE�D:RA USE: RESIDENTIAL USE: RESIDENTIAL \>
ZONED -RA
E:, SIDENTIIAL,, USE. RESIDENTIAL
YH �03�-
<) E
-xi
k�xo' 1 -'7-'- L -.'_ _ 5P4WING SETBACK
\Z7
v
N 411,ro W I
0
56-A-12
E' RE 2 A c4
6T--A F- TM aro-A--10
� �i � � �. � ( ! ! !
V'Ao' <ENNETH E. WYMER
ONED-RA
V D5. 650 PCs. 405
vo ZONED:RA
TM Oro-A-21 Q (DOUBLE CHURCH AG. DISTRICT)
1 11
5t: VACU,' LQ-
SUBDIVISION USE: AGRICULTURAL
0- ,' ,,-- / ; - \ , IN N
WOODSIDE ESTATES
C)5. 515 PG. 11-10
ZONED RA LANDSCAPE SCHEDULE.
USE. OPEN SPACE
DATE: 02/23/99
4 701"
ABR. QTY. BOTANICAL NAME COMMON NAME SIZE (MIN.) CONT. TOTAL COVERAG
TM 8eo -A - -12 B'
<ENNETP E. WYMER T,4 50 TAXU5 CU5FIDATA JAPANESE YEW 3' PT. 545 SCREENING SCALE: I" = 30'
DB. 568 PCs. 458
ZONED: RA
(DOUBLE CHURCH 43. DISTRICT) DESIGNED BY: SWR
USE: RESIDENTIAL i N V. = 7 4 0.,", 30 15 0 30 ro 0
JOB NO. 2328
OVERALL ELAN VIEW .I. 1EXISTING 42X� C:MF4
SCALE: I"=200' SCALE: III = 30'
SHEET 2 OF
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4" CONCRETE
3000 psi IWI FIBER
4" 21-5 BASE
STONE
51IDEWALK SECTION
2" SM-2A
roll 21-8 BASE
STONE
Ai
ALTERNATIVE PARKING A Fi EA
PAVE1 iENT SECTION
(BASED ON CBR-(o)
GONGRETE
r
. : •' 3000 psi
WITN MESH
4" 21-B BASE
STONE
DIJ" iPSTER PAD SECTION
1.5" SM-2A
3" BM-2
S" 21-8 BASE
STONE
ENTRANCE PAVEMENT SECTION
(BASED ON CBR-e)
pL`
V
U
Install 12" of 2 radc)
21-5 behind caurb (Match
C_G-ro
See Entrance / 12' Existing
? Pavement ;section Taper Lane
-13 Above:
ip c
B�
VpOT Field Inspector
9 N will approve CG-11
entrance before construe--tion
I4.:a I f Typ i ca I Section
of Entrance
Not to Sca Ile
..—*'Vw.vrL, TIJIINS -ALL 11.,e1
AND Ga1(retl T, ae 4H iI WiLO"e0
WITH FLATe1atiNIMV will F.&INT,
I'x&' basil *,we,
— .Daunt rlJlati
'e•ra"x 1'4r.4TelviL_ �-}•
rLATs1 T�JCJe I I
4•.4V. •T• wl"stS I I T4 ]r'a Ill t' a f'�
/ -AT. —'r
o. ram,. I
ITN *IAIPri/N 4I. ` 1 I I I aIIC LAT►N • eKAGK..T1
Ii4 •TL. esL11NM I I 1
eA1c
sGV•
I ,l=.I ; I
L_ J '
0ct&XP'1TE1Z GATE DETAIL
(NOT Ti ILA LS
la ��eoAros
Ile Al MATCJaIAL-
To CC - — - - - - - - - - - -
TfeATeo
F Ror+T b'
vIr_1nt
Tor z'".I IL"
PETAII:_ Bo^t-p FENGE ArcURP
DUMe'5TCR rAP.___ -
ADA St'd "Handicap Parking Onl "
& "Van Accessible Sings
Exposed
AB8•
n
Ramp Ramp 2 Concrete co
Mair
1:12 (talk
Max
8' r 8'
Z.C. Painted
Symbol
Handicap
Space
8'
5' or 8'
TYPICAL HANDICAIP SPACE
AND RAMP DETAIL
8'
m
I roll
u
SECTION A -A
WHEEL STOP DET,41L
NOT TO SCALE
standard manhole
2'0" min.
t 7
:1
sanitary
Wye
sewer main !,
wood
i
spacers stainless steel straps
at 2 ft. intervals
tamped stone backfill
i..�
(8" minimum beyond piping)
support footer blo k
pp / c s
5 stone
NOTE:
bedding
1. fittings and pipe for drop to be
some size as Incoming sewer
2. no inside drop allowed
DROP MANHOLE
Figure 13
AMENDMENT NO. 1 - JANUARY 1996
AMENDMENT NO 2 - APRIL 1997
53"
cast iron cleanout cop with brass plug
R ' havingg a countersunk sqGuare head
Panella Model PA4SV-CSK (4")
Pal Model PA6SV-CSK (6')
finished rode
Lsquare concrete skid pad
1 20"x 20"x 12" deep
I 4
1 aggregate base
( depth 3-
cleanout pipe --- -- r.
SDR 21
I
Wye 45' bend
I
6" stone bedding
NOTE Where length of service lateral to exceeds 75'
a cleonout assembly shall be furnished at the
property line.
SEWER CLEANOUT
Figure 17
concr
O.D.
i
s�
I
n.ln.,rnl hnckfill
carefully compacted
ct backfill
O.D.
\ o
concrete
CONCRETE CRADLE
n-n-rnl I.nr4 FII
arefully compacted carefully
bockfill compacted 24"
select backfill
O.D.! '.? 3 L_6'
J.D. '
-stone aggregate concrete
CONCRETE ARCH CONCRETE ENCASEMENT
repave to 1-1/2 times
original thickness sow cut to be made at
time of replacement.
11$.t.:- 18"
O.D.
entire trench to be
compacted 21-A
V.D.O.T. PAVEMENT REPLACEMENT
TRENCH & BEDDING
Figure 1
SOR 35
sp�t SDR i5 piob
gosketf SDR 2pgosey
45'biind bell
2
2'
locator Peg
rr
?1 pasketed
,. A -and Rttings
J5 8 x4'
gosketed bell wr)e SCH 4a
AT, C tQD
CG-12
Taper curb height down
to 0 at this point or ,
tie
continue at full height N
i
' - --------------_-?'10111
-----------------
where applicable.
Vor. 3' Min.
Var, wl
° Si dth
® Vor. 4'
Min. Var. width Sldewolk
Sidewalk or
Space
or Sidewalk Space
o000000
.oho
0
TYPICAL. ALTERNATE RADIAL PLAN
RADIAL PLAN
FOR USE AT APPLICABLE STREET For
Entrance
CONNECTIONS AND COMMERCIAL
(HeavvyyTruck Traffic Anticipated)
A E,
ENTRANCES. see Standard CG-13 sheet 203.10
3' all
6,_0,. Min. 6._0.,
------- o ------
-- -
B Var.w width
B
Side alk or
Sidewalk
Space 6" -
1
j
A�� TANGENT PLAN
slope 12:1 Maximum
ISOMETRIC
® 7" where St•d. CG-3 CG-7 is used.
VIEW
Sidewalk Area
7'-4" is the minimum `
requirement to
® 6
(with or without buffer strip)
achieve o 12:1 slope NOTES
Sid. CG-2
7" 4"
Curb ramp to be class A-3 Concrete with exposed aggregate finish.
or CG-6
e.33s Mox.
_ __--- Romp sholi not exceed a maximum slope of 12:1,
'4
Curb ramps are'to be located as shown on the plans or as directed by
the Engineer. They ore to be provided at intersections wherever an
access�Dle route ® within the right-of-way of a highway facility crosses e
curt) regardless of whether sidewalk is existing, proposed or nonexistent.
SECTION A -A
This item ma be They may be offset from pedestrian crosswalks as shown on plans or as
by the Engineer,
y directed but should not be located behind vehicle stop Imes.
precast or cost in place. Existing light poles, fire hydrants, drop inlets, etc. will also affect placement.
Curb romps will be measured and poid for at the contract unit prices
for Exposed aggregate sidewalk, complete -in -place.
Slope 12:1 Maximum
Curb/curb and gutter slope transitions adjacent to curb romps ore included
in payment for curb/curb and gutter.
When used in conjunction with Standard CG-3 or CG-7, the curb face on
.. this Standard is to be adjusted to match the mountable curb configuration.
® Treatment where width a( sidewalk or sidewalk space is less than 7'-4"
SECTION B-B
® Accessible route is defined as a continuous unobstructed, stable, firm and
Limits at Exposed aggregate sidewalk
slip resistant path connecting all accessible elements of a facility that can
be approached, entered and used by persons with mobility impairments.
CURB RAMP
5REFERE 1a
RErERENCE
(PERSONS
WITH MOBILITY IMPAIRMENTS)
502
203.09
VIRGINIA DEPARTMENT OF TRANSPORTATION
504
5- min.
cover
GRAVITY SEWER SERVICE LATERAL
Figure 15
concrete
thrust block
6' dia. schedule 40
13,
steel pipe filled with r '
concrete and painted
yellow
18' dro. j 1 11'-6
concrete
encasement
.. .
concrete pad i'-6 sq. x 6' deep —.
BOLLARD DETAIL
direction of setting to be approved prior to installation
as required concrete pad i'-6' sq. x 6' deep
2" min. - 6' max.
I I
stone to be minimum screw type
of 6' above top of base adjustable
vaHe box
1 — I
locator
Peg
megolugs
I
mechanical joint
swivel tee with
6" branch
1, 1 111
1 1 1 111 , 1
0.
�le �li 11 CI 1.
aSix Ma..
. .• 4
.10
concrete ASM-150
4000 t 12' a 16' (hP•)
—� -k1 mastic appled
:. pioneer '. .
„ !— between joints and on
4 ati la we of joints
18" 4 a
jonts are to be sliced _ 1
wit}l '0' mg gasket .4.
I .. 1ar1�1t
to manhole
conriection to be
by Ill sleeve
InrfYl Cha1M1E1 to a�
smooth Iromitim in Ito out, 3' 0•
for al connections I — 4'-0' Max.
'_� . � — — ,. _ , � top of bench -wall
gout bottom of Irant0le same der. as
ath to form elanld f.. -�:: 2
I'ea7 •Lai ;Yc" . ; top of ripe
A �:.. ...
.. .d 4
.. e' 4 {,
6' beddtll9 stone __ _ ._,
tt01E$ : i. kta hole sections shall hove on external caatilq of approved bitwok water proofwg prior to installation.
2. 1 adjArnenit elevation exCeedS two irdles use concrete adjustment rings with a exterior coating of
btorostic water proofing.
3. Fad slope Oistmelt of morilide frame may be by shims and non-stirnk grail(.
4. Stud pod to be placed around manholes located in shedders of roads.
5. Flit top casting shill be used on tolow monliole (6 it or less) iniftItiona.
STANDARD MANHOLE
Figure 12
C+
-- C
CG-II
\ Radial combination
�
\ curb and gutter
\
\
� I
I
\'1
I
I
im cl
9
I� EI
\";I
* Radius to be as
9 m
I of
shown on plans
I
"
I
A
• a
Street approach same
e :
Z
surfacing as main line
o
~
I.
6
roadway
177
W
I I (_+J
_
0
a
.,.p
in
Expansion Joint
o N
I I v
E i— ...
j:
Main line roadway A—] E
� M
Note Width "B" 2'-0" or as
a
shown on typical section. N S
HALF PLAN a
U u
Gutter line Face of Gutter line
Curb Curb of Side Street
Main line Roadway
il
j'---------- When used in conjunction with Standard CG-3
or CG-7, the curb face on this Standard is to be
adjusted to match the mountable curb configuration.
SECTION A -A
SPECIFICATION REFERENCE STANDARD CONNECTION FOR STREET INTERSECTIONS
502
VIRGINIA DEPARTMENT
d
TRANSPORTATION 203.08
REFERENCE
105
502
screw type
adjustable valve
box
6 X 0 X 10 S01/0 DIOCK
(for valves 12" and larger)
W
LU
WC\2
O
CD
LO
I O
C\2
1-4
a
� -s~
' ittD
CO nt
1.0
11 0)—
Z
x
to�
W
o
0 o
0
rn
rq
rn
N
O
C
W
:J
U)
r
GATE VALVE
Figure 8
Z
O
METER BOX and COVER
Ul
METER BOX (See Note)
METER BOX COVER
18 in. Dia. Non -Traffic
M32C-PW
wN
Traffic
A32HH - T
W
24 in. Dia. Non -Traffic
MC-30 (Frame) WITH RML-i-T (Top Lid)
Traffic
MC-30 (Frame) WiTH RML-12-T (Top Lid)
Note: 1 /2" thick polyethelene plastic 30" deep
(vertical crush strength shall exceed 3000 pounds)
treated 2"x 4" with
op 6painted blue
meter cover
set 2" above
fin. grade prior
18'
(�
varies as required
to sodding
E..i
Q
corporation
stop 3' stone bedding
18`-21'
meter by F.C.S.A
meter
box
surrounding box
angle (check valve
36'r fin.
with droin valve
4
8"min.
an le yak
ball valve
LI
type K copper
tubing, continuous
water without oints from
io
main meter
main
6' stone bedding
METER SETTING PARTS
line
size
meter
size
yoke
angb yoke
ball valve
angle check
valve
expansion
wheel
3/4
5/8'x3/4'
Y502
BA94-223W
HHCA94-323TD-G
EC-23
1-
3/4-
Y504
BA94-344W
HHCA94-323TD-G
EC-23
1"
1"
Y504
BA94-444W
HHCA94-444TD-G
EC-4
transition to meter
setting as required
curb & gutter
Street
3.
INSTALLATION NOTES:
1. Exact location of meter box assembly
`n
IL
to be approved prior to installation.
>>:;:
2. Water service crossing street shall be
x
.:':1"
K
encased in 2' dial. SCH40 PVC or
M
o
3
......:p:
copper:::'::
SDR21 piping. The piping shall run from
3/4" type K
v,
one foot beyond sidewalk, across the
copper for
street, to one foot beyond sidewalk.
single meter
1 "x3/4" wye
installation
DUAL
METER INSTALLATION
5/8", 3/4" & 1
" METER
INSTALLATION
Figure 5
AMENDMENT
NO. 2 - APRIL
1997
AMENDMENT
NO. 3 - OCTOBER 1998
1A
��
~
� W
cu a
Q
O IN
V
O
Y
Q
<r
C)
Z J
OD
PR��
GG-6
W
1.4 1
l
IIA
0
Q
1:?.
r\
W 1
Z
I :) l
`.Y F-I-•1
WW
1 4+� 'R
W I�
• ' • , d
A J
d
Ai
e "d'.". a_ J_—_--- The bottom of the curb and
- gutter may be constructed
Iparallel
to the slope of sub-
surface courses
provided a
minimum depth of 7" is
This area may be concrete maintained.
at the option of the contractor
This curb is to be used when
design speed is 40 MPH or less
on Rural highways and 45 MPH or Note: Comb. curb a gutter having a radius
less in developed urban 8 suburban of 300'or less (dung face of curb) shall
areas• be paid for as radial combination curb 8
gutter.
This item may be precast or cast in place.
Concrete to be Class A3 if cost in place,
4000PS1 if precast.
DATE: 02/02/23
COMBINATION 6° CURB & GUTTER VIRGINIA of SCALE:
SCALE: AS SHO��rrr���T
TRANSPORTATION 20103
DESIGNED BY: SWR
JOB NO. 2328
SHEET 4 OF 5
M4
Q,
L -------
- - - - - - - -
t�rNr
.......................... -------------
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cr.
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N,
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.0\ 100 Wt
�p N
V
N, N
I
1%
IN
E_
UT�I Q=R]AaGE 4?12.1 CY
Til 2 1212.1 CY
N\ , D R ORIFICE INV. 146.5
+
lop
I
t
I I +
12)
I
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�\ ` y h. \ CLEANOUT V. - 1
MNC:. SPILLWAY CIVET 148 56
>
_t7/]
lA
'N\ tip)
\\\
NO.
EfR051ON/5EIDIMENT CONTROL LEGENE)
KEY SYMBOL DESCRIPTION
X,
_x
N, -
k,<
54
54
(u
(CD'
6
3.02
TEMPORARY GRAVEL CONSTRUCTION
CE ENTRANCE\�\
&
\ \ t ` `~ "``•,.
"N,
It
Olp
5ILT FENCE
STORM DRAIN INLET PROTECTION
3.10
TEMPORARY DIVERSION DIKE
TEMPORARY FILL DIVERSION
Iry
4811 CMP RISER
24' RCP OUTLET PIPE
NNN
3.12
3.13
DIVEFR510N
TEMPORARY SEDIMENT TRAP
2
\ ' �9 \ `
43S
-7
3.16
OUTLET PROTECTION
+
3.20
333
336
r-HEc*,- oAms
50001W.3
0-0-0 TREE PROTECTION
LIMITS OF CLEARING A GRADING
*2
5ONNEr, BOLT +
Tk5,&14EET F-OfR
EfRO51ON 4 5E1:)1t-1ENT CONTfROL
ONL`Tl
cc
DRAINAGE DIVIDES
'Iry -
Ex 54N, 1-1?4
E-
E-
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OrIN`
GRADIWG, OR SODDED AND PEGGED WITHIN
14 DAYS AMR START
40
IN\4 OUT= 742.4�
0
SEDIMENT BASIN SCHEMATIC
E- Z
STONE CONSTRUCTION ENTRANCE
SILT FENCE INSTALLATION
ELEVATIONS
DESIGN HIGH WATER CREST 0
E_
Z
p
70' MAIN. 1. SET THE STAKES
<
2. EXCAVATE A 4" x 4" TRENCH
(25 YEAR STORM EL EMERGENCY SPILLWAY
INN
CD
EXISTING
A PAVEMENT
3
FILTER CLOTH MOUNTABLE
TH 6* MIN. BERM (OPTIONAL)
A
4.
UPSLOPE ALONG THE LINE OF STAKES.
MIN 1.0'
. ....................
RISER CREST
67 CY/AC
IL
�D
o w
SIDE ELEVATION
EXISTING
GROUND 70' MIN.
7
DRY STORAGE
DEWATERING
DEVICE
67 CY/AC
RECOMMENDED DEWATERING
SYSTEM FOR SEDIMENT
1�
121
41
B WASHRACK 10, MIN.
(OPTIONM-) 3. STAPLE FILTER MATERIAL
NN
4. BACKFILL AND COMPACT THE r
WET STORAGE
BASINS
U)
TO STAKES AND EXTEND IT
INTO THE TRENCH.
1 MIN* EXISTING
EXCAVATED SOIL
SEDIMENT CLEANOUT CONCRETE BASE.
POINT (WET STORAGE RISER IMBEDDED
TO
0
PAVEMENT
'I
\
1
ti;POSITIVTE
REDUCED TO DEPTH 12
34 CY/AC)
PROVIDE ADEQUATE POLYETHYLENE
STRAPPING CAP
DRAINAGE —i—
10' MIN.
VDOT #1 COURSE B TO SEDIIMENT
AGGREGATE TRAPPING DEVICE
MUST EXTEND FULL WIDTH OF
'), ,
)n\ \N, )I
DESIGN ELEVATIONS WITH
EMERGENCY SPILLWAY
DEPTH
INGRESS AND EGRESS OPERATION
PLAN VIEW
DESIGN HIGH WATER TOP OF DAM
(25 YEAR STORM ELEV.)
TACK PERFORATED POLYETHYLENE VARIES AS
WELD DRAINAGE TUBING DIAMETER* REQUIRED
VARIES (SEE CALCULATIONS FOR DRY
SHEET FLOW INSTALLATION
12' MIN. (PERSPECTIVE MEW)
_L
MIN.
0.5' 2.0 MIN. 3.0'
IN APPENDIX 3.14-A) STORAGE
MIN 1.0'
t
WE T
3" MIN.
3" MIN.
-1 1
RISER CREST
"FERNCO-STYLE" STORAGE
COUPLING
FILTER CLOTH 171
NOTE. LAND DISTURBANCE
...................
67 CY AC
DRY STORAGE
DATE:
02/23/99
.SECTION !A -A FLOW
A t
FEFRt-11T F�,EQUIF�E[) PRIOR TO 1 30 15
0 30 ro 0
DIEWATERING
DEVICE
CORRUGATED DIEWATERING ORIFICE, SCHEDULE
METAL RISER 40 STEEL STUB 1-FOOT MIN.
B
INITIATING; 51TE GdRADING3 WOf;;,:<
iiiiiia
67 CY/AC
WET STORAGE
DIAMETER VARIES (SEE CALCULATIONS
IN APPENDIX 3.14-A)
SCALE:
1"
= 30'
4 POINT A SHOULD BE HIGHER THAN POINT B. �r=X15TINCz 2IX2'��,
-4
SEDIMENT CLEANOUT CONCRETE BASE.
POINT
NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40
STUB FOR DIEWATERING ORIFICE.
DESIGNED
BY. SWR
REINFORCED CONCRETE SECTION B-B DRAIN SPACE DRAINAGEWAY INSTALLATION
(MONT ELEVAT`ION)
DESIGN ELEVATIONS WITHOUT
EMERGENCY SPILLWAY
DRAINAGE TUBING SHALL COMPLY WITH ASTM. F667
JOB NO. 2328
SHEET 5
r
OF5
E -302
SD
ESD-314A (RISER PASSES 25 YR. EVENT)
I ESD-3148 AND AASHTO M294.
�11