HomeMy WebLinkAbout65-05 Woolen Mill Restaurant - Restaurant - Stonewall - BackfileGENERAL CONSTRUCTION NOTES
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be thp.
contrgctor s responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss
Utili{y 1-800-552-7 1.
3. The contractor shall be responsible for all construction stakeout All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. An unusual subsurface conditions encountered during tfie course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction.
All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
FREDREICK COUNTY SANITATION AUTHORITY
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com.
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA
approval.
3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority
requirements.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. When an existing water main is tapped for the installation of a new line:
a) The Authority shall fumish all labor and material.
b) The developer/contractor must:
1. make application and pay deposit
2. mark the tap location
6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's
Inspector.
8. The Authority's maintenance department shall fumish and install all water meters through 2' in size.
It is the developer's/contractors responsibilk to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b The frame and cover shall be set to final grade.
c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches.
d All components of the meter box assembly shall be in proper working order.
9. For water and sewer services that connect to existing lines:
a The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant
b An Application for Service must be made and fees Paid before work will begin.
c The Authority shall furnish and install all 5/8'. 3/4 and 1' water services.
d For all 1 X' and 2' services, the Authority shall make the tap and bring the piping to the property
line. The contractor shall furnish and install the meter vault assembly. The Authority will install
the meter.
e) The Authority will install all sewer laterals.
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as
required). The assembly must meet ASSE standard No. 1015 or 1013.
11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector
double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047.
Radio read remotes are required.
FIRE A RESCUE
1. Burning of land clearing debris requires a permit from the fire Marshal. Burning of construction debris on site is prohibited.
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and
addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited
within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time.
VIRGINIA DEPARTMENT OF TRANSPORTATION
V1. All work on this project shall conform to the current editions of and latest revisions to the
Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards,
the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or
local regulations. In case of a discrepancy or conflict between the Standards or Specifications
and Regulations, the most stringent shall govern
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
Health Administration (OSHA, and Virginia Occupational Safety do Health (VOSH) Rules and
Regulations.
V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary,
shall be in accordance with the current edition of VDOT's Work Area Protection Manual.
Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of
the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility
companies. It is the sole responsibility of the developer to locate and identify utility facilities or
items that may be in conflict with the proposed construction activity. VDOT approval of these
plans does not indemnify the developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be
subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
any field revision shall be the responsibility of the developer.
V6. Prior to initiation of work,- the contractor shall be responsible for acquiring all necessary VDOT
land use permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged
and held by the engineer and/or developer with the attendance of the contractor, various County
agencies, utility companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior
to any required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the
adjacent public roadway via a construction entrance that is constructed and maintained in
accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook.
Furthermore, access to other properties affected by this project shall be maintained through
construction. The Developer shall have, within the limits of the project, an employee certified by
the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment
Control who shall inspect erosion and siltation control devices and measures on a continuous
basis for proper installation and operation. Deficiencies shall be promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at
the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at
conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes,
voids, caves, etc.) encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT. Work shall cease
in that vicinity until an adequate design can be determined by the engineer and
approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved
by a VDOT representative prior to placement and fell. Where CBR testing is
required, a VDOT representative shall be present to insure the sample obtaines is
representative of the location. When soil samples are submitted to private
laboratories for testing, the samples shall be clearly identified and labeled as
belonging to a project to be accepted by VDOT and that testing shall be
performed in accordance with all applicable VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer
trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum
density as determined by AASHTO T-99 Method A, within plus or minus 2% of
optimum moisture for the full width of any dedicated street right-of-way. At the
direction of VDOT, density tests shall be performed by a qualified independent
agency in accordance with VDOT Road and Bridge Specifications. Certified copies
of test reports shall be submitted to VDOT daily, unless specified otherwise
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on
these plans and/or as specked by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street right-
of-way shall meet VDOT minimum design standards and is the responsibility of
the developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or
pavement markings shall be installed by the developer or, at VDOT's discretion,
by VDOT on an account receivable basis following the Manual On Uniform
Traffic Control Devices.
V18. The developer shall provide the VDOT Residency Office with a Pest of all material
sources prior to the start of construction. Copies of all invoices for materials
utilized within any dedicated street right-of-way must be provided to the local
VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a
mechanical spreader. Density will be determined using the density control strip in
accordance with Section 304 of the VDOT Road and Bridge Specifications and
VfM-10. A certified compaction technician shall perform these tests. Certified
copies of test reports shall be submitted to VDOT daily, unless specified.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the
VDOT Road and Bridge Specifications. Density shall be determined using the
density control strip as specified in Section 315 and VfM-76. A certified
compaction technician shall perform these tests. Certified copies of test reports
shall be submitted to VDOT daily, unless specified otherwise. A VDOT
representative shall be notified and given the opportunity to be present during the
construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six-
(36) inches and larger shall be explored below the bottom of the excavation to
determine the type and condition of the foundation. The contractor shall report
findings of foundation exploration to the engineer and VDOT for approval prior
to placing pipe. Foundation designs shall comply with VDOT Road and Bridge
Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is
encountered, the foundation design and/or need for foundation stabilization shall
be determined by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three (3) years from the date of the approval
letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these
plans and/or as specified by VDOT.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed
on these plans in accordance with VDOT?s installation criteria. Final approval of the
guardrail layout to be given by VDOT after grading is mostly complete.
e
Vicinity Maw
Scale 1'= 2000'
September 6, 2005
LOCAL UTILITIES
Frederick County Sanitation Authority
P. 0. Box 1877
Winchester, Virginia 22604
(540) 868-1061 P.O.C. John Whitacre
Alleghany Power
3463 Valley Pike
Winchester, Virginia
(540) 722-5852
Verizon
404 Hillandale Lane
Winchester, Virginia
(540) 665-3156
22604
P.O.C. Cindy Laing
22602
P.O.C. Larry Willingham
Adelphia Cable
1039 N. Frederick Pike
Winchester, Virginia 22601
(540) 667-0364 P.O.C. Dave Cesfske
Shenandoah Gas
P. 0. Box 2400
Winchester, Virginia
(540) 869-1111
22604
P.O.C. Tim Hockman
1:,1►I 11#4MTlI.i,..I
Date
RESPONSIBLE LAND DISTURBER:
NAME:
CERTIFICATION
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
+� r
ERO �N CONTROL
1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public
works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to
issuance of the land disturbance permit for the subject project
2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections
as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the
approved plan, the Department of Public Works will grant approval to initiate land disturbing activities.
3. Prior to release of building permits, the following items shall be completed:
a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system,
curb and gutter, sidewalks, channel linings, vegetative cover, stc.)
b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb
and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the
qs-buift which states that the subdivision has been constructed in accordance with the approved plan.
c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for
each lot proposed for construction.
4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
5. NI erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed
at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area.
7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6' topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a
good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions.
OnER EVELOPER
LAM KESARI
3416 MAR71NSBURG PIKE
CLEARBROOK, VIRGINIA 22624
PHONE: 703-408-1091
Wmed by Frederick Cmh Zo* MwMidw
Patton
H a r r i s
Rust &
Associates
, p c
Sh ft WoW Vaud for 5 Years From Date Sham Hence Date
Engineers.
Surveyors.
Planners.
Landscape
Architects.
117 East Piccadilly Street,
Suite 200
Winchester, VA 22601
T 540.667.2139
F 540.665.0493
Project Number: 13469 1-0
Sheet Number 1- Of 9
REZONING REQUEST PROFFER
Property Identification Number 33AI62
StonewaU Magisterial District
William R Lawrence, III
3416 Martinsburg Pike
ClearbzoolS Vnginia
fthm *Matters
Pursuant to Section 15.2-2296 et--Sca.= of the code of Virginia, 1950, as amended, and the provisions
of the Frederick County Zoning Ordinance with respect to conditional rezoning, the undersigned
applicant herby proffers that in the event the Board of Supervisors of Frederick County, Virg=6
shall approve Rezoning Application #_ Q7-04 for the rezoning of 1.965 acres from the present RA
to B-2 Development of the subject property shall be done in confonmity with the terms and
conditions set forth herein, except to the extent that such terms and pondmons may be subsequently
amended or revised by the applicant and such be approved by the Frederick County Board of
Supervisors in accordance with Virginia law. In tfie event that such rezoning is not granted, then
these proffers shall be deemed withdrawn and of no effect whatsoever. 'These proffers shall be
binding upon the applicant and their legal successor or assigns.
General Deve1on:n=.P12n
The Generalized Development Plan (GDP) attached to this proffer shows -current uses only; an end
user has not been identified at the time of rezoning. The GDP shows the location of site
improvements proffered by the applicant that will be applicable to all future uses. These
improvements are identified by ntrneri labels on the GDP that correspond with associated proffer
text
rzpneraiv ummnuuon to yxtset .gnarl of I3eveio=enl
The unudersigned, who owns the above described property, hereby vohunt mly proffer that if the
Board of Supervisors for the County of Frederick, V;tginia approves the rezonmag for the 1.965 acre
tract near Clearbrook, Virginia in the Stonewall Magisterial District of Frederick County, Virgursa
from existing RA to B-2 the undersigned will pay t D Frederick County, at the time a building petmit
is issued far the first future use, a lump sum payment of two thousand dollars ($2,000." for Fire
and Rescue C.anapmy and two thousand dollars ($2,000.00) for Shetii&s Office.
Prohibited Uses on This Site
In reviewing the types of use allowed in the B-2 zone, the owner has determined certain classes of
uses are inconsistent with good planning on this site.
The undersigned owner shall voluntaniEy prohibit the following uses from existing on the subject
ProPerti.
SIC 55 Automotive aeabm and gssohae service stations mdud rag tin& stop 6cidy
SrC 721 Laundry, dzy-cleaniaB and8m==t services
SIC 7542 Carvvash as a PZimary Use
NO. I DESCRIPTION I DATE I F&WD I REWD I APWD IDATE 1
N
■
Pam I of 3
Revised &23104
Revised 7i27/04
r
REZONING REQUEST PROFFER
Property Idenfificati m Number 33A162
�- Sty mewaIl Magistedal-Disaaict
H. Lawrence, III
SIC 7999 Golf Driving Range
- - - - - - Self Sere ice Swrage Fact" ies (mini warehmse)
- - - - - - C.ommal Batting Cages
site_I._. {,defer to a = 4 for General LocationsAVWiQJbk WAR Future Use4
1. Site entrances on Routes 11 and 664 shall be limited to one on U.S. Route 11. (See 1)
2 A 20' roadside landscape buffer shall be provided including a low berm (2' height) with
mixed ornamental plantings consistent with good sight line c6aractczstics for highway
entrances. (See 2)
3. A 10' landscaped buffer consisting of eveigmen shrubs or trees shall be provided along
the common boundary with the Clearbrook Palm. (See 3).
4. Low impact lottug shall be utilized.
The conditions proffered above shall be binding upon the heirs, executors, administrators, assigns
and successors in interest of the Applicant and Owner. In the event the Frederick County Board of
Supervisors grant said rezoning and accepts these conditions, the.proffered conditions shall apply to
the land rezoned in addiction to other requirements set forth in the Frederick County Code
Respectfully submitted,
PROPERTY OWNER
By: ,
Date: G� •
STATE OF VIR.GINlA, AT LARGE
FREDERICK COUNTY, To -wilt:
�h
The f rag t was acknowledged before me this A —day of T7 u' G1
2004, by Z;Mf
Ivry commission expires fIt t�
Notary Public
3
s
s � 4
18S'L
,Aaiinj
i. i ,i n a)L s n �xd o K U s I V I Y w -,4 Mmsve -j0 QN3
-L I N
PROJECT
WOOLEN MILL RESTAURANT
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VA
10::)SPUp-1 ,02
N01103NN00-0�
Page 2 of 3
Revised 6123/04
Revised 7m104
u r a"A
r •� C
PROFFER
b 901
3 ra.iae
j+ !u!M
9*d 3 OF 3
Patton Harris Rust & Associates,pc
Engineers. Surveyors. Planners. Landscape Architects.
117 East Piccadilly Street,
Suite 200
+ Winchester, VA 22601
T 540.667.2139
F 540.665.0493
CO. PLAN #
DESIGN
SURVEY
R.A.M.
DRAWN
DATE
J.D.S.
SEPT. 06, 2005
CHECKED
R.A.M.
SCALE
N/A
SHEET C701 PROFF
FILE NO.
2 of 9
1 13469 1-0
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WOOLEN MILL RESTAURANT
STONEWALL MAGISTERIAL DISTRICT
FREDERICK- COUNTY. VA
K EY MAP
Pa tto n H a rris Rust & Associ a tes,,pc
Engineers. Surveyors. Planners. Landscape Architects.
117 East Piccadilly Street,
Suite 200
+ Winchester, VA 22601
T 540.667.2139
F 540.665.0493
_7
77
CO. PLm
DESIGN
SURVEY
R.A.M.
DRAWN
DATE
J.D.S.
SEPT. 069 2005
CHECKED
SCALE
R.A.M.
1 a =40'
SHEET C401 SIT
RLE NO.
3 OF 9
13469 1-0
R/W
20" 11 1 /4'
VERT. BEND
CON C.
HEADWALL
OP=647.82
_ 2" -450 EL.
20"W-
/ i
OIX6, TEE
6" GATE VALVE
MANHOLE'--
2" 4Y EL.
PUMP STATION -�
STORAGE TANK--
(1500 GALLON)r
PROP. FILTER MH
RIM= 616.60 -
INV. IN=612.83
SEE DETAIL ON SHT. 7
1- 6" TEE
1- 11 1 /4' EL.-
1- 6" G.V.
154�-T-9--f20UTE 672
I�
5009+ S.D. 500'+ S. D.e}
20' LANDSCAPE
G�' O
� v �
G �
-P
00
C.O. 4" SEWER LAT'S
• . = i_ _ ' ; 5' ADED
50 FT. FRO Tip
PROPOSED EXISTING
EXPANSION 2531 SQ. FT. BUILDING
\ USE. RESTAURAN
2107 SQ. T (NOW VACANT)
f F. F. 620.00 F F 620.00
kj
iff► •
,m ,.®y
� s �
0.�
I1 113 SOCES1 @ 9
1p.
POLE MOUNTED HANDICAP PARKI1
STRIPE FOR I 4
I SIGNS INSTALLED PER VIRGINIA c,1
g PEDESTRIAN 80 8.0 STATE CODE SECTION 36-99.11.C" - OO-
ACCESS REQUIRED) �,�• �s�
7SPCES@9'�
o
I o
30.00 00 6 13.00' 22.00'
0. 9 SP '
EXISTING I 7 CES N
FIRE HYDRANT
\ TO REMAIN 's� ti`�' EXISTING PAVEMENT
TO BE REMOVED o ��
EXISTING 40 SEAT o
999 CN
� BANQUET
FT
,\ F� Q ET AREA --�
g0 FF 620.00 10 SPA S ® 9
..
'�- �F mac, •�
e l2
EXISTING BUILDING \ \ 0
TO BE REMOVED - -�
6 W SED 9
GRAVEL61
DRIVE
20' WATER
EASEMENT
® SAND
VOLLEYBALL
NO. I DESCRIPTION I DATE I REVS KWD I APRN'D DATE
20' WATER
�a. EASEMENT
END ASPHALT
10 SPACIES Q 9' 1 C) 0.00 L 22.00' '
O
EXISTING (BUILDINGS o
TO BE REMOVED N
115 SF 1ACES1 @9 0 I
o
. V Li
C4 ti s
4
OPINION
APE gOFFE
\ c3PR ocilE
O o' `I�NDSC
EID
1
PROPOSED 240 S.F. ram\`
` J ICE CREAM STAND
-6'X45' EL
F.F. 617.50 \
1- 6" TEE
2- 6" G.V.Z'
\ \
PROJECT
WOOLEN MILL RESTAURANT
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VA
SITE DEVELOPMENT PLAN
I �
20"W
v
,1 .72'
" EXSITING 12.0'
U.S. ROUTE 11
MILL s'Xt 1/2' JOINT
1n
EXISTING PA yalpyF 2X SZq,E (A? V!X)T CG-I
*
---')
SAWCUT EDGE
.....::.::.:::.........
PROVIDE TACKCOAT
1 1/2" SM 12.5A
4' BM 251.0
8' 21B
WELL COMPACTED SUBGRAM
U.S. ROUTE 11 WMENING
0%" "t 4 2.5A
DOT 21B
WELL COMPACTED SUBGRADE
IEGM
PROPOSED CURB d GUTTER .................... • . - --
PROPOSED INM W0ERSE GurIER
_
PROPOSED STANDARD PAVED AREA (Ir 21113/Y SM N . ...........
PROPOSED HEAVY DUTY PAVED AREA(8' 21B/3' BM-2/1Y SM-N- - - - -
PROPOSED CONCRETE AREA ...........................
.; •r .r , .
PROPOSED GRASS AREA .......................... .
PROPOSED EASEMENT AREA ...........................
ZOMIG BUM .................................
ZB
UTUY PEDESTALS • ...............................
ID ID
EXISi1iG STORM ORMNGE E SIRUCIURE • • • ...... • • • .......
PROPOSED STORM DRNWWE a SIR XW • • • • .. • .......... •.
ROMWARM .............................
wt--
cam Ym MAN ............................. -
-------; ;v--------- --
PROPOSEDWHYDW ...•••••......•.....•.....•.
PROPOSED GATE VALVE E BOX .......... • .. • . • ........ •
W &
EXLm SON. SEWER No MMME . ....................
....(-
PROPOSED SON. SEWER AND MANHOLE . ....................t-
2.0'
�-S_
12'
PARKING AREA PAVEMENT SECTION
Not to scds
-
SECTION THROUGH HANDICAP ACCESS
CULVERT SUMMARY
Calvert
Inv. In
Inv. Out
L(ft)
D(in)
S(%)
Type
1
616.50
1615.80
15
15
4.67
CPP
2
617.00
1615.90
166
15
0.66
RCP
3
614.50
1614.00
34
1 18
1.47
CPP
4
615.80
1615.50
1 57
15
0.53
CPP
G'i9APH/CSC.4LE
20 10 0 20 40
IN FEET
1 inch = 20 ft.
Patton Harris Rust & Associates,pc
Engineers. Surveyors. Planners. Landscape Architects.
117 East Piccadilly Street,
Suite 200
+ Winchester, VA 22601
T 540.667.2139
F 540.665.0493
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER
33-A-162
EXISTING PARCEL AREA
1.96 ACRES (85,378 S.F.)
DEVELOPED SITE AIDA
1.96
ZONING
B2
ADDRESS
3416 MARTINSBURG PIKE
CURRENT USE
COMMERCIAL (MM
PROPOSED USE
RESTAURANT
DISTURBED AREA
1.94 ACRES
SETBACKS ( REQUI
PROVIDED
FRONT 50'
51.48'
SIDE --
N/A
REAR --
N/A
PARKING 5'
12' MIN.
BUILDING HEIGHT 35' (MAX.)
24'
TOTAL BUILDING AREA
EXISTING BUILDING AREA
3530 S.F.
BUILDING EXPANSION AREA
2
TOTAL
5637 S.F.
FAR ALLOWED
1.0
FAR PROVIDED
OX
TOTAL PAVED AREA
29,688 SF
MINIMUM LANDSCAPED AREA
15% - 12,807 SF '` f
LANDSCAPE AREA PROVIDED
58.6% - 50,053 SF
OPEN SPACE CALCULATIONS INCLUDES
GRASS AREAS ONLY.
PARKING REQUIRED
STD. SPACES REQUIRED
57 (1/100 S.F.)
STD. SPACES PROVIDED
62
TOTAL H.C. PARKING REQUIRED
3
TOTAL H.C. PARKING PROVIDED
3
TOTAL PAVED AREA 29,688 SF
PARKING AREA TREES REQUIRED 15
(AT 1/2000 S.F. PAVEMENT)
INTERIOR TREES REQUIRED 61 (01/10 SP.)
INTERIOR TREES PROVIDED 7
TOTAL TREES REQUIRED
TOTAL TREES PROVIDED 22
PARKING LOT LANDSCAPING REQ'D. 1,485 SO. FT. 0 5%
PARKING LOT LANDSCAPING PROVIDED Z015 SQ.FT.(+/-)
NOTES: \
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.
2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE.
3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA
AND A117.1-92
4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL
FEATURES EXIST.
5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE
MARSHALL REQUIREMENTS.
6. ALL UTILITIES TO BE PLACED UNDERGROUND
7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20.
& HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1
9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX SIGN AREA= 150 S.F.
10. BUILDING MALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE
AND SECTION 304, USE GROUP B(BUSINESS), OF THE INTERNATIONAL
BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98
ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.
11. NO OUTDOOR STORAGE PROPOSED.
12. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C.
THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF
THE ARE MARSHALL
13. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE
BUILDING CODE AND SECTION, 303 GROUP A (ASSEMBLY) OF THE
INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS
CABO A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.
STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE
SEALED BY A ARGINIA LICENSED DESIGN PERSON.
14. THIS BUILDING SHALL BE PROTECTED BY A FIRE SUPPRESSION SYSTEM
IN ACCORDANCE TO SECTION 903.2.1.2 OF THE IBC UNLESS FIRE
BARRIERS ARE INSTALLED TO CREATE LESS THAN 5,000 SQ. FT. PER
FIRE AREA.
STRUCTURE SUMMARY
Str. No.
Inv. Out
Type
Throat
1
616.50
ES-1
-
2
617.00
ES-1
-
3
614.50
ES-1
-
4
615.80
ES-1
-
TRIP GENERATION
ITE, 6THEDITION ESTIMATES
THIS SITE AT FULL DEVELOPMENT
WOULD GENERATE 507 T.P.D.
USE CODE: 823.
FIRE LANES REQUIREMENTS:
Fire Lane markings and signage is required at all fire hydrants, fire department
connections, curbing not delineated as parking, and all normal and emergency
access points to the structure. The contractor shall coordinate with the Fire
Marshall to ensure these requirements are satisfied.
('n_ PI AN 49
DESIGN
SURVEY
R.A.M.
DRAWN
DATE
J.D.S.
SEPT. 06, 2005
CHECKED
SCALE
R.A.M.
1 "=20'
SHEET
FILE NO.
4 of 9
1 13469 1-0
foe
1
�V.7
'a
r
1 \\ i'A
EXISTING BUILDING
TO BE REMOVED
r^
N �
20 WATER
EASEMENT
Q
•
1117
ZRONAILD A.
r .:
NO. I DESCRIPTION I DATE I REVS'D I FtEVIN'D I NWD I DATE
REVISION
/N
PROJECT
WOOLEN MILL RESTAURANT
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VA
GRADING & EROSION
CONTROL PLAN
-20 W --1 -6
CULVERT SUMMARY
Culvert
Inv. In
Inv. Out
L(ft)
D(in.)
S(%)
Type
1
616.50
615.80
15
15
4.67
CPP
2
617.00
615.90
166
15
0.66
RCP
3
614.50
614.00
34
18
1.47
CPP
4
615.80
615.50
1 57
15
0.53
CPP
OUTLET PROTECTION
Culvert
Width
Length
Depth
Riprap
feet
feet
feet
Class
1
8
6
1.7
IA
2
8
6
1.7
IA
3
10
8
1.7
IA
4
8
6
1.7
IA
STRUCTURE SUMMARY
Str. No.
Inv. Out
Type
Throat
1
616.50
ES-1
—
2
617.00
ES-1
—
3
614.50
ES-1
—
4
615.80
ES-1
—
PROPOSED STORY OkWa & SR CRIRE ..........
PROPOSED CURB & GUTTER ...................
DRAHVE FM ............................. y
DOM GRADE ............................
PROPOSED GRADE ...........................
PROPOSED EAS" AREA ...................
PROPOSED SI.T FENCE ...................... SF
PROPOSED SUPER SLJ FENCE .................• SSF
M 7' `71 7 � �•i
i
1 •• r 1 1
aRWAVICSOW F
20 10 0 20 40
( IN FEET
1 inch = 20 ft.
Patton H arris Rust & Associates,pc
Engineers. Surveyors. Planners. Landscape Architects.
117 East Piccadilly Street,
Suite 200
+ Winchester, VA 22601
T 540.667.2139
PH F 540.665.0493
CO. PLAN 9
DESIGN
SURVEY
R.A.M.
DRAWN
DATE
J.D.S.
SEPT. 06, 2005
CHECKED
SCALE
R.A.M.
1 a-20'
SHEET
RLE NO.
5 of 9
13469 1-0
',ONC.
WALL
7.82
LEYLAND CYPRESS-4' MIN. HGH1 AT PLANTING-28 REQ'D.
EASTERN RED CEDAR-4' �IN. HGHT. AT PLAN
27 REQ'D.
i
rF
10' LANDSCAPE BUFFER ,
s
SAND
VOLLEYBALL
NO. I DESCRIPTION I DATE I REVS'D 11100 1 AWD I DATI
R■.i:iiii
U. S. ROUTE 11 N WIR'11NSB1RG PIKE
45 Y.P.H. POSTED UYR
WOOLEN MILL RESTAURANT
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VA
i
i
-20"W 1
GRAPH/CSOW E
20 10 0 20 40
( 1N FEET
1 inch = 20 ft.
LANDSCAPING & LIGHTING PLAN
DOGWOOD (CORNUS KWM) 1' CAL 0 6' H.- 6 TREES REQb.
FLOWMG 0 RRY (MMS) 1' CAL 0 6' H.- 6 TREES F61).
EASTERN RED BUD (CERIS CANADENSIS) 1' CAL 0 6' H.- 6 TREES REQV
EVERGREEN HEDGE TO BE A MIX OF
HOWES(ILEX) AND YEWS(TAXUS)
MIN. PLANTING HEIGHT=24'0 5' O.C.
•r: •7
*, ,.
\E BUFFER
ALL FIXTURES TO BE SHIELDED
TO PREVENT LIGHT SPILLAGE
OFF SITE.
14 SM REINFORCEMENT BARS
13 STEEL REINFORCEMENT
TIES 0 1'-6' O.C.
PLAN
LIGHT POLE
1' TOOLED EDGES
LIGHT POLE BASE
HAND RUB FINISH ON
WITH COVER PLATE
SURFACE OF CONCRETE
AND FILL IN VOIDS
SMOOTH FINISH ON ALL
EXPOSED CONCRETE
SURFACES. PAINT
YELLOW ABOVE GRADE. `
FACE OF 3 —0'
CURB GRADE
8' GALVANIZED GROUND
ROD. BOND TO POLE.
13 STEEL REINFORCEMENT
TIES 0 1'-6' O.C.
14 STEEL REINFORCEMENT
BARS
Prune codominant leaders
Prune rubbing or —�
cross branches
DO NOT stake or wrap
trunk unless necessary
Remove all tags and labels
-20"W 1
GRAPH/CSOW E
20 10 0 20 40
( 1N FEET
1 inch = 20 ft.
LANDSCAPING & LIGHTING PLAN
DOGWOOD (CORNUS KWM) 1' CAL 0 6' H.- 6 TREES REQb.
FLOWMG 0 RRY (MMS) 1' CAL 0 6' H.- 6 TREES F61).
EASTERN RED BUD (CERIS CANADENSIS) 1' CAL 0 6' H.- 6 TREES REQV
EVERGREEN HEDGE TO BE A MIX OF
HOWES(ILEX) AND YEWS(TAXUS)
MIN. PLANTING HEIGHT=24'0 5' O.C.
•r: •7
*, ,.
\E BUFFER
ALL FIXTURES TO BE SHIELDED
TO PREVENT LIGHT SPILLAGE
OFF SITE.
14 SM REINFORCEMENT BARS
13 STEEL REINFORCEMENT
TIES 0 1'-6' O.C.
PLAN
LIGHT POLE
1' TOOLED EDGES
LIGHT POLE BASE
HAND RUB FINISH ON
WITH COVER PLATE
SURFACE OF CONCRETE
AND FILL IN VOIDS
SMOOTH FINISH ON ALL
EXPOSED CONCRETE
SURFACES. PAINT
YELLOW ABOVE GRADE. `
FACE OF 3 —0'
CURB GRADE
8' GALVANIZED GROUND
ROD. BOND TO POLE.
13 STEEL REINFORCEMENT
TIES 0 1'-6' O.C.
14 STEEL REINFORCEMENT
BARS
Prune codominant leaders
Prune rubbing or —�
cross branches
DO NOT stake or wrap
trunk unless necessary
Remove all tags and labels
�I
I�
11.�I II
r:
�.11.11
I=11
.II.II
NONSHRINK LOAD
BEARING GROUT
ANCHOR BOLTS FURNISHED
WITH LIGHT POLE BOLT SIZE
PROJECTION AND BOLT
CIRCLE PER MANUFACTURER'S
RECOMMENDATION.
V-8' / CONCRETE BASE
P.V.C. CONDUIT AT 2'-6'
BELOW GRADE TO PANEL
NOTE -
ALL UNDERGROUND WIRING
TO BE IN NON—METALLIC CONDUIT
I
im J NOT TO SCALE
LIGHT POLE FOUNDATION DETAIL
Cut away all balling ropes
lemove top of wire basket
T.
den and score hole wall
DO NOT prune terminal
leader or branch tips
,�
Remove container and cut circling Leave solid soil pedestal — do
roots 9 container —grown, or as much not dig deeper than ball depth
burlap as possible ff field grown
Dig hole 2-3 times root ball width
TREE PLANTER DETAIL
no x0
PLANTING SCHEDULE
Prune narrow crotch angles
water spouts
Prune broken branches
Prune suckers
2'-3' mulch kept away from trunk
Soil well to contain water
-UNAMENDED bocldill soil
Partially ball, water to
settle soil, finish bacldilling
-Area for water drainage
COMMON NAME
SIZE AT TIME OF PLANTING
SPACING
QUANTTIY
O
PIN OAK
2' CAL 0 6' HIGH
AS SHOWN
11
0
RED MAPLE
2' CAL 0 6' HIGH
AS SHOWN
11
Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil
and be seeded as follows:
200 lbs Tall Fescue per ac.
12 lb. Annual Rye pper oc.
1000 lbs. 10-20-20 Fertilizer per ac.
2 tons agricultural limestone per ac
2 tons straw mulch per ac.
Permanent seeding will occur as the final phase of construction
Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not
yet at final grade shall be as follows:
60 lbs German Millet per ac. (May through September)
60 lb. Annual Rye per ac. (October through April)
450 lbs. 10-20-20 Fertilizer per ac.
2 tons agricultural limestone per ac
2 tons straw mulch per ac.
Seeded areas to be watered and cared for as necessary to provide grass emergence.
Patton Harris Rust & Associates,PC
Engineers. Surveyors. Planners. Landscape Architects.
117 East Piccadilly Street,
Suite 200
JL +A Winchester, VA 22601
T 540.667.2139
F 540.665.0493
CO. PLAN
DESIGN
SURVEY
R.A.M.
DRAWN
DATE
J.D.S.
SEPT. 06, 2005
CHECKED
R.A.M.
SCALE 1. -20'
SHEET
FILE NO.
6 of 9
1 13469 1-0
wwwa.r euikfnp 24)PV Co.. M
1/BS a 20M 01111000000 PRO
PRECAST WkXfogor wok v� neaQ
------------�
t I
i t
x- Jos
t t
t t
L------------------Li
sr �
(77
�is ar ae�
jammJtmv wtswo
x, w
cows"
D a
oor v s �
I �I
Precast Concrete Septic Tanks
Clwxewt "Ipe I P
Comet& .sop PA WM 4e ft" LOW L w n 1 ObVIbLIUM o L w
�c o4.uty A
lowcokm ,x sr
NOW
s
c
p
E
or D.►
In
aw coon
w
�-
7o•
Sr
ss•
is,OBOGMOn
,06-
ST
70-
sr
2D
620
615
610
wnoN
,r
'w
r
am
PLAN ymw
wm w rr'
IN
OBTAAPPROVAL OF SHW DRAWINGS MM
LOCAL OFFICIAL PRIOR TO ORDER M GREASE TRAP
1000 GAL GREASE TRAP (Quanl 2)
N.T.S.
i
I
PRWOSFD GRADE
Dom GUM
-------- -- -------- --- -- -- --------- --- — ---
6" PVC SDR 21 1001
1-6' TEE
I_U ILL
1-11 1/4 EL
1� CATE V RELOCATED WATER UN PROFILE
I
�i to
.o �o .o (o W � �o
to
608
N
�i
0
0+00 0+50 1+00
1 62
1 62
61
1 61
1+50
2+00
2+50
3+00
620
- 615
610
C
M.J. FITTINGS AND D.I. PIPE RESTRAINED BY MEGALUG RESTRAINING GLANDS
WATER
STREAM CROSSING
Figure 4
3'
required
PUMP STATION DATE
LWL - 608.60
HWL - 611.33
PUMP INV = 608.90
PUMP TYPE - E - ONE GRINDER PUMP AMGP
PROVIDE DUPLEX PUMP STATION AND THIRD SPARE
PUMP IN STORAGE CARTON.
PROVIDE REMOTE HWL ALARM AS DIRECTED BY
OWNER.
PUMP CONTROLS TO BE MOUNTED IN NEW CONTROL
PANEL MOUNT WHERE DIRECTED BY OWNER.
GRAPHIC SCALE'
30' 15' 0' 30' 60'
1 INCH = -TO ft. HORIZ-
1 /NCH = J ft. VER77C.AL
4" PVC SDR 35
INVERT OU
=612.67
COARSE MESH STAINLESS
STEEL SCREEN SECURED WITH
STAINLESS STEEL BAND
/-4" TEE
0 NORMAL WATER
LEVEL
CATCH BASKET
ON INLET
FINE MESH STAINLESS STEEL
SCREEN SECURED WITH
STAINLESS STEEL BAND
INVERT=608.60
FILTER MANHOLE
IINVERT IN I
=612.83
2' PVC SDR 21 SLIDE FOR QUICK
FORCE FAIN DISCONNECT
(TYP. 2 REO�D.) (TYP. 2 REQD.)
r-E-ONE AMGP.
1500 GAL
TANK
1 1/2'X2' REDUCER
LE -ONE AMGP.
2" GATE VALVE W/ BOX
(TRAFFIC BEARING)
(T"'. 2 REOP.)
PUMP STATION PLAN
N
608
N
�i
0
0+00 0+50 1+00
1 62
1 62
61
1 61
1+50
2+00
2+50
3+00
620
- 615
610
C
M.J. FITTINGS AND D.I. PIPE RESTRAINED BY MEGALUG RESTRAINING GLANDS
WATER
STREAM CROSSING
Figure 4
3'
required
PUMP STATION DATE
LWL - 608.60
HWL - 611.33
PUMP INV = 608.90
PUMP TYPE - E - ONE GRINDER PUMP AMGP
PROVIDE DUPLEX PUMP STATION AND THIRD SPARE
PUMP IN STORAGE CARTON.
PROVIDE REMOTE HWL ALARM AS DIRECTED BY
OWNER.
PUMP CONTROLS TO BE MOUNTED IN NEW CONTROL
PANEL MOUNT WHERE DIRECTED BY OWNER.
GRAPHIC SCALE'
30' 15' 0' 30' 60'
1 INCH = -TO ft. HORIZ-
1 /NCH = J ft. VER77C.AL
4" PVC SDR 35
INVERT OU
=612.67
COARSE MESH STAINLESS
STEEL SCREEN SECURED WITH
STAINLESS STEEL BAND
/-4" TEE
0 NORMAL WATER
LEVEL
CATCH BASKET
ON INLET
FINE MESH STAINLESS STEEL
SCREEN SECURED WITH
STAINLESS STEEL BAND
INVERT=608.60
FILTER MANHOLE
IINVERT IN I
=612.83
2' PVC SDR 21 SLIDE FOR QUICK
FORCE FAIN DISCONNECT
(TYP. 2 REO�D.) (TYP. 2 REQD.)
r-E-ONE AMGP.
1500 GAL
TANK
1 1/2'X2' REDUCER
LE -ONE AMGP.
2" GATE VALVE W/ BOX
(TRAFFIC BEARING)
(T"'. 2 REOP.)
PUMP STATION PLAN
N
M
�
t0
CD
O
n ►1
C
zo-
co
to
zz;
to
11
J
>
J
>
J
>
J
>
J
>
J
>
> >
W
W
W
W
W
W
J
W
J J
W W
O
O
O
O
O
O
O
O O
H
0
2
W
Q
O
]C
Q
M
H
a
Q
a
Q
3.5'
w
2'
w
N
W
CD
Q
N
W
(N
W
O
ACD
CD
N
GREASE TRAP B
TOP ELEV=614.67
PUMP STATION
4"
PVC SDR
BOTTOM ELEV=608.25
TOP ELEV=613.58
21 PIPE
INV IN=613.50
BOTTOM ELEV=607.00
INV OUT=613.33
INV IN=607.50
FILTER MANHOLE
INV OUT=61283
BOTTOM INV=608.60
�� TRAP A
INV IN=612.83
TOP ELEV=61233
STORAGE TANK
INV OUT=612.67
BOTTOM ELEV=607.91
TOP ELEV=613.74
INV IN=613.17
BOTTOM ELEV=607.16
INV OUT=613.00
INV IN=612.50
INV OUT=607.67
FOR STORAGE TANK AND
GREASE TRAPS
(SEE DETAILS,
THIS SHEET)
SANITARY
SYSTEM
DETAIL
N.T.S.
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
�- ' ' • ' •, •, m
•
PROJECT
WOOLEN MILL. RESTAURANT
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VA
ME
FORCE MAIN & WATER LINE
PROFILES AND DETAILS
625
620
625
615
620
610
615
620
I;
615
Gdri
608
0
cn
PROJECT
WOOLEN MILL. RESTAURANT
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VA
ME
FORCE MAIN & WATER LINE
PROFILES AND DETAILS
625
620
625
615
620
610
615
620
I;
615
Gdri
608
0
cn
--
--- g-
�
io
.o
Z
+
S
o
+
I
i
—UN 34i
1.
- ----
— ---
DO
DO 18m.
_ —
CuL
3 PROFl
0
0
i0
io
cn
0+00
O+150
�— -- T -- — - ---- --
I
I
i
i
FINIM GRADE
C2
41111 11�
oN �
1
CULVE 2 PROFl
0 0 0 0 0 0 0
ao LE
0o ao ao ao 00 ri
c0 t0 iD 0ip tp �p
0+00
Patton Harris Rust & Associates,pc
Engineers. Surveyors. Planners. Landscape Architects.
117 East Piccadilly Street,
Suite 200
+ Winchester, VA 22601
T 540.667.2139
F 540.665.0493
0+50
1+00
1 +50
625
Ell
S�
620
615
612.5 ■
CO. PLAN
DESIGN
0+00
Patton Harris Rust & Associates,pc
Engineers. Surveyors. Planners. Landscape Architects.
117 East Piccadilly Street,
Suite 200
+ Winchester, VA 22601
T 540.667.2139
F 540.665.0493
0+50
1+00
1 +50
625
Ell
S�
620
615
612.5 ■
CO. PLAN
DESIGN
SURVEY
R.A.M.
DRAWN
DATE
J.D.S.
SEPT. 06, 2005
CHECKED
SCALE
R.A.M.
1 "=30'
SHEET
FILE NO.
7 of 9
1 13469 1-0
s
LF a. Pat 5.439,180
Ii dt vahm. womb is MWONL
i.liAW00 PAN. C.1XI2
AMGP
Genual A
The irltPmA d%iCc vary+
The EnVironnWit OrreARMI' Asekat
booed of 11he 904w pump Its cuallmt-
' �
{�rwds Pllonp (A WP) is ._
to26vbvkWa1yany9nrtderpumpwst
wO, l tMf�
V.ft Ai7 i1Lt1.Jm W
rBadytlolxt ned
dAdwW hose Mngft to
Tits AMGP it a st4rr WAD fOPM r "Wd
dates ride rang**( fS*
tlor eb aT the trouhieeorrtedepshs.
d a , kmk*bV #w old urdrs
operadead tabrmatkm
elide tom, PWNWROW,
POW and Iowa ContrzildmiolL
Motor
Geillielfal Feaftm
1 hp,1,T,25 rpert, hip , ewmador
IrtK dwilnidlyppacted. ,
All w1ilk ere gmund bft lline par6des.
60 Ha.1 llltaas
BrQllillflg ttterll b.l� eet1�
��
On pump dock va%v artd UfNI •
dlArnateir poWeL Even d0ft nd
Pwp on T 1M-
noinwillyibu WIn •such as
Wch Frrtiltb yf,71o" w®id ftm
plastic, mbar, fiber. wood. Otm. are
M1tiBeded Ord
o°d Wft we palicb&
dlsattergs Carl eanfly be adaptedb 1
1/44rich WT:
The grinders mart ta9�m ar�d
f+yt xt wsrlr 41a kTse
16 glarlt Irk 0 tl (0T�!
Tlos AMGP ooetles w a
11 pm et 40 polg (tom
tew�It
9 gpm at 6D psig (139 TDH)
iloea
aDwfoad Capacity
Thvgdndsr pump a
eahlmrad end earls torvelry
The r adnrrn preawre Viet Me purnp
tort parioels. Ths atruxeal srtsrgy
can generals is 6rrrilsd by Ow molar
mmmWomis Mkolly that 01 a 40-
YTie nlntar gene�tes e
watt fig#rt bub.
primure well bellow do rating of ft
ld
T1w 1 IM4nd1 "t face distil ags
t r*quim
Irrtstit rest featllune da�as rtpt rlrgttka
noft r
n rertteaio xa&on &mrloed.
2
�_o t3cr
AFTER MARKET
GRINDER PUMP.
I
2.0"
f
-50 9L+PPL Y
RIMER CABLE
ON
OFF 2
011*145ft SifET. ASP'
- LM000102
SLIDE FAIL
T
SLIDE FACE
TOOL Co occ t tcl�+} ;;
1 ..
FLEXIBLE 5
DSCHARGE HOSE
(AVAIL- 4$ -W)
— SUER,
VALVE Stil.a1-4FF
C d10
/SoFEMALE
oT VENT WEW
11NtCl UMD)
DISCHiAR6E
FtTTfNG
EXIST
STATION
SLIDE FACE ASSEMBLY
fir~
■
cast iron cleanout cap with brass
plug must be 8" from the top of the
screw type adjustable box
finished gradeOX
square concrete skid pad
21 x 20'x 6'deep
ast iron Geanout cap with brass
VALCO, IncoQo
lug having a countersunk square
(OE��Q
Fig. No. 71 Bead
Panella Model PA4SV-CSK (41
Id
with lid mark�.SEINER'DR
21 - cleanout pipe
bottom section
of box
brick base
SDR 21
wye-fS
sanitary
SDR 21 45' bend
sewer main
SDR 21
A-
fS
6' stone bedding
SEWER CLEANOUT
Figure 16
Revised MAR 05
Wll.GkWOO1 VENT
SDR spigot SDR spigot by R
EKtSs ING (F NOT E)USTING, AVAIa�E
AS AN NE�S9MY)
'' by s SDR 21 gasketed
SUPPLY CAEtLE
r
PIJAi� STATION • 51004 MUS1 l�lE NOTED
l 45' bed
bend bell adapter
d
a see
note) 2
ELECTRICAL QUICK
DiSCONK CT
✓� NEW► 6P (EID)
ELECTRICAL
t ,a
dSt E
QLXX LIAS ,CNW0
tataw
� .�X I. 3' minimum
SLOE FAGS
{E�3)
� r
� �
SDR keted
gasings
n
;SDR 35 Pipe and fittings
-^
e arm EQUALIZER
I_
gasketed8 bell wye SCH40
EIt1STINC
,a11CTMN BOX
_
(see note} solvent
weld cap
LFT.ING t1ARtSS
LIFTING ROPE
;x
(MLAN) "�,
(NYLON) EXISTING
i property
�SC71AfioE
FitSCY ARGE 1` 1111NG
line
54,0E FA E
CHECK VALVE/
%&CK OtSCO"C7 A
1s^
ANTI- VALVE
AN ACCALU►T T
FLE"XIS E EX611W, TAPS
0311SCHARCE NOSE UP TO 160, ,
.
(,AVA4-. L = W-12w)
Afili-
5'
O-ECK VALVE • ASdi
(GLASS FILL®
location marker 36° min.
PVC)
cover
r
SENSWG BELL
stone °°g000g°g°°°%�°�°°
° ° ° ° °°° °°
-O°°OO°°O°�°'O°�°�°�°a�°C
5 STAND
.AFTER MARKET
iJ
r 1 \ I NDE t r-'\ PUMP•
DESCRIPTION
MIT M,
r_m
30.0" E)USTM--/
INLET FITTING
PL' STAB
(316 55,)
SEMI -POSITIVE DISPLACEMENT TYPE PLW
DIRECTLY DRIVEN BY t HP MOTOR
CAPABLE OF DELIVERING 9 gprn ACT 138' T.D,H. ��F
(34 AT 42rn T,aK)
TYPICAL DUPLEX
AMGP INSTAI.-.EATION
[*LE -
PUMP SPECIFICATIONS
treated 2'x V' with -
top 6' painted green
4' pipe at 2.00%
minimum grade
Note: If top of main is
greater than 15 ft deep
use heavy wall SDR 35
concrete cradle if top
of main is greater
than 15' deep
GRAVITY SEWER SERVICE LATERAL
Figure 14
Patton H arris Rust & Associates,PC
Engineers. Surveyors. Planners. Landscape Architects.
117 East Piccadilly Street,
Suite 200
+ Winchester, VA 22601
T 540.667.2139
F 540.665.0493
CO. PLAN
DESIGN
SURVEY
R.A.M.
DRAWN
DATE
J.D.S.
SEPT. 06, 2005
CHECKED
SCALE
R.A.M.
N/A
SHEET
FlLE NO.
8 OF 9
1 13469 1-0
SUPER SILT FENCE CONSTRUCTION OF A SILT FEIVCZ o �� % a ► A
NOTE FENDE T FACING STONE CONSTRUCTION ENTRANCE (WITH ME SUPPORT) SILT PENCE CULVERT INLET
T a
G� R M � lNr 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS PROTECTION p o o z * w o W
MR TRENCH UPSLOPE ALONG THE LINE o r- N W
�' MINIMIIII A 3' PAVEMENT OF POSTS ENDWNl p r O li Z
C>R<1t>� 5.1 , 21:.,^ 'LLI
60
Cr& W
SIURFACE Cr
c
f FILTER CLOTH D• MIN. A MOUNTABLE BERM �� - - _ _ _ - - - -
FLW/ 36' NININIBI O7PTiQML) '/_ / -I-J p CL �NOAi1r0'J
21/2' DIAMETER FL11W SIDE ELEVATION I j I ME OF FILL CULVERT
GALVANIZED CHAIN LINK FENCE EXISTING GROUND
M ALlB1INIR1 PITH 1 LAYER � 8' MINIIlM �
�Ts FILTER CLI7TTI // �- //, �•-
CHAIN LINK FENCING B VASHtAM 10' MITL I Qp Q
FLDM FILTER 34' MINIMll1M 0]?TIIBNAL> r G� _ r G� I I `
-_ 16' MIN. 1ST LAYER ff N -
IIe
EMBED FILTER CLOTH e' FILTER CLOTH • m' �+ EXISTING FLOW III III " - - - - - - - - z -
NINIKM INTO GROUND PAVEMENT 4 Z J O ++
• IF MULTIPLE LAYERS ARE STANDARD SYMBOL.
o � •(�
REQUIRED TO ATTAIN 42' - I- 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFlLL AND COMPACT THE • TOE OF FILL
SSF VDDT i1 I ~� POSITIVE DRAINAGE W ION FENCE AND EXTEND R INTO THE TRENCH. EXCAVATED SOIL +
Construct l an Spec I f I cat i ons COAiSE AGGREGATE TO SEDDENT
B TRAPPING DEVICE SILT FENCE o o C 0
I • DISTANCE IS 6' MINIMUM IF FLOW
• MAST EXTEND FULL WIDTH 6 TOWARD ETt18ANK11ENT z fi = CUn
V
OF INGRESS AND EGRESS / ' / FLOW O > � 0)
1. Fenc I ng she t I be 42' I n he I ght and constructed I n accordance w I th the OPERATION PLAN VIEW
infest VDOT Details for Chain LING Fenclrta �
P_ Chain link fence shall be fastened securely to the fence posts with wire ties, tY MIN * C) N O
The beer )icopt n .ire, brace and trusty rods, drive anchors and post `ap= are not - - �� OPTIONAL STONE COMBINATION °� ` '\ `6
required except on the erhds of thr fence. 3, MPL
3 Fitter cloth shall be fastened securely to the chain tInk fence with ties spaced 3' II ��/ ' V is II O � � 6
every 24' at the top and m I d sect I on FILTER CLOTH A - r � F� � � � r 1.0' 1.5' � I j� LLJ a) V O 11�
4 F l l ter cloth shalt be er(bedded n m I n I Nwsl of e• Into the ground. SECTION ,-, A N W '13
S VFhen two sect l arts of f i lter c loth adjo l n each other, they sha l l be overlapped 6i• U
6'-r III � co r~ U.
by 6' and folded III O
Q)
f„ i :.�. a ., • r
6 IMn 1 nterance lNha t 1 be OMld as needed and slit l t buildups t : ' + - .. 7 ` _' `sA h'
Lxrf d,lps removed when ' bu lees' �; r EXTENSION OF FABRIC AND WIRE R4T0 THE TRENCH.
FLOW
dove top In the sI tt fence, or when sl tt reaches SOX of fence height 7+; :.'t. `r • �:'r •� `:A� ;,'; � 2�.
7. Fitter cloth shall be fastened secve ly to each fence post w I th w I r•e t I es or 4 « FILTER FABRIC L.
staples at top and mid section and shall meet the following requirements for
Geotextito Class Fs
Tens Ile Strength 50 lbs/ I n (min) Test MSMT 509 REINFORCED CONCRETE DRAIN SPACE `• � � Z = L_
Terns Ito Modulus 20 tbs/ I n (min) Tests NSNT 509 III '' g t WINE I • (1)
VDOT 6
Flow Rate 0. 3 ge t/ft •/m i nto (pax.) Testy NSMT 322 SECTION B - B ? + _ TO REPLACE E SILT�FENCED IN HORS ' OR #57 COARSE ATE CLASS I R �
Filtering Efficiency 75% (min) Test MSMT 322
HIGH VELOCITY OF FLAW 6 EXPECTED � C
SDI MICE AD1M front 1983 JmW Slald" for Shc (Badm mW SodimW Control NBId Va INK Plain 3.01-1 9 UKL AdWA from Indapation of Stray and Fablic law Nniln's for Seftud ContrDL I = 3.05-i O �
t Fji 9011RCE: ADAPTED from VDOT Sfadad Shah aad Va. DSIMC PLATE. 3.08- t � �
,F• L i
C
a
REVISED ON 7-01 REVISED ON 3.03 REVISLU ON 1-04
CGA2a
® 7" WHERE STD.CG-3 OR
R•-n 4•-0NOTES:
- 1
4 _ ��L:� ST3. CC-2 6" ' I THIS ITEN MAY 9E PRECAST OR CAST N PLACE.
OR CC•8 11.Ix MAX. 4&- MAX
: t - - 2. 400000NMIE TO BE CLASS A3 IF CAST IN PLACE.
8 �� -� 20. , �--- aOpD P51 i PRECAST.
"-- S MW r 3. COMBINATION CURB f GUTTER HAVING A RAD4lS
Nll� �i= ill5 t •) I _ OF 300 FEET OR LESS (ALONG FACE OF CURB) SMALL Q
�c tom► AX 1 K "NO FOR AS RAdAt COMBINATION CUM I. concrete pad
SECTION A -A GUTTER, I'-'s9-x6 cc
A u 3 DOWELS, 8" LONG 4• FOR USE WITH STABILIZED OPCH-CbDEO
O tT" C-C PERVISSIBLE Da1WCp1r1�BCE LAYER. r THE N10TT0M OF TFIE CURB
5'-0" V .3'-D 3'-0" L4. ODF ID'I �CONSINUCtION JOINT -PLIRMISSIDLEOOTHETSIOPE-O� �StCONSTRUCTED �E COLOSES M'ALLEL
'A(L CONSTRUCTION ,IOW- MAICNJM ..+".,..,.I AND TO THE OU"14 OF THE PAVCMiEMT,
1 • . •, • • •• S. IMS CURB MAY BE USED WHEN
I DESIGN SPEED IS 40 MIPI1 OR LESS a• stone
SECTION [3- 3 2" R ON IRURN. H16HyTATS AND 45 LIMN OR
9; LESS ot DEVELoPED LimeAN 4 BUBLftm screw O
6 cL v.. TAXNAS, IF THESE CEEDIED STAND DESIGN SPEEDS
REOUWD. adjustable valve box 36'min.
°•O: 11M115 Ot LXL'OD AGGREGATE SIDEWALK / I / Uj
' Sv ® ACCESSI LL ROUTE IS DEF NED AS A CONTINUC..6 location marker
i*41*STRuCTED. STABLE. FIRM AND SUP RESISTANT Z
• � stone valve
A TANGENT PLAN PATH CONNECTING A-_ ACCESSRLF FLFMENTS OF A 6" torrtaln
1 ACt1TY THAT CAN BE APPROACHED. ENIERLO AND • 1":T --��-� • :t:n•'••�' 'vtti?,','4"•.'
Ugs
USED Dv P=R;,ONS WITH I,NOB;CTY IAPAIRMEN75 - ••
T-T„ p p ° D ° �;-• �, ntagax,g ..,,�� ,t;.::•
-� NOTES -
�; THIS DESIGN TO BE JSED FOR C04STRUCTION TIAT INCORPORA-ES WIDER SIDFWMK. IANOIN(: (4111" WIDE) • 0 • � • A � G • II � <:� , I s tt.t, >�•s•y
IA06GtIAX --"" - ��,-• REOURFD Al I(lP (X (y HD RAMP MNMNI I►1 ry IRR RAID LENGTH B FT- F nNSTRUCTION, 6 FT. F03 • • - • '
t- D D D D •$ ��°`,�ii3;e h ::)•.•..-, � v:;,, r •�T.T11:•
( AL TERAT DVS. DR NFW r . . . -- `: i•✓,Y"4 •;�• •�' �'7 S✓ •tj,+;.�y •ti:.:°+:`s •:7•"•.,; '•.=3�•,-� f '. •TI;� W
I1 R.HH RAUP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 F PR:C/ST) WITH SLIP RESISTANT INTEGRAL ----- THE BOTTOM OF 1HE CURB NM1
y DETECTABLE WARNING SURFACE COVERVVC THE ENTIRE WIDTH OF THE RAMP FLOOR (RAP FLOOR MAY BE GUTTER MAY BE CONSTRUCTED thrllstbbck 16•to24-
` PRECAST OR CAST IN PLACE). THr DrTFCTA(il-E WARNING SHALL Bc P30VIDfn nY AN EXPOSED AGGREGATE PARALLEL TO THE SLOPE OF B'x 6'x 16' solid block
FINISH. RAMP SHALL NOT FXCEFD A MAXIMUM '.EOF'E OF 12:1. d" 2'-0` SUMASE COURSES PROVIDED A (tor valves 12• and larger)
-I.OPrC SIDES OF CURL1 RAY' MAY DE POLREC MOHCLITHICALLY WTH RAW FLOCR OR BY USING I1RaA) DEPTH OF 7"
cAos>•Kx li RII PCRVSSB:E CONSIRUCHON JOINT WITH RECUIREO BARS. IS 1YNTAIED•
YPICAL PLACEMENT I YPICAL PLACEMENT IF RAMP FLOOR 6 PRECAST, HOI FS MUST RF PROVIDED FOR DOWEL BARS SO THAT ADJOHNIC FLAB-D THIS AREA �yl��Y BE CITE
AT INTERSFC:TION SUE3 CAN BE CAS' IN PLACr A' rR rI AC( CNT 0- PRECAST RAMP' FLUC)R rnFCA5T GOYCR -C 5"ALL AT THE OPTICIK OF T}B CpjiRACTpt
AT INTFRSFCTION RE CLASS A-4.
WI I•'lIN CROSSWALK WITHIN CROS�`YA K REOUIREU EARS Ai(L 10 UL NC.5 X 8' PLACED TCENTER TO CENTER ALONG DO -I; SIDES OF -I-E RAY: used for
tterlysaso
used Ax butterfly valves
dA (WITI I BUFFFR STRIP) FLCOR, MID -DEPTH OF RAMP FLOOR, t aist CONCRETE COVER V2'.
V CURB RAMPS WILL BE MFASURFO AMID PNr) FOR A- THE CCNTRACT UNIT PRICE& FOR HYORAJ_IC CEM=NT
CONCRETE SIDEWALK AND rilms D AGGFCGATE SOEA'A_K,COMPLEIL-N-PLACE f
CUR3/CJRB AND GJllt4 SLOPE TRANSIT ONS ADJACEI,T TO TC CURB RAMPS ARE INCLUDED N PAYMENT
FOR CU�b/CURB AVID GUTTER.
WHEN USED N COWUN:,TK)N WITH STANDARD CG-3 OR CG-7. 'HE CURE FACE ON THS STAVOARC IS
TO BE ACJVS-ED TO MATCH THE MONTARLE CURB AND C:NFtGURAT ON.
C(1R3 RAMPS ARE TO 9F IOCATEO Ai SHOWN DN -tll PLANS ON A5 UItECTED 9Y THE ENGIVELR. GATE VALVE
\ THEY ARE TO HF PROVIDFO AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE ® 'WIT(/Y THE RI(2-T 0=
\\\\ WAY OF A HIGHWAY 1 A40U;Y CMSSES A CURB REGARDLESS OF WHETHER SULWALK IS EXISTING, FlgUfe7
PROIOSEU,CR NONLXISILNI. THEY MLST BE LOCATED WITF14 PEDES-RIAN CROSSWALKS AS SH3Wr. ON PLANS
DIAGONAL VARIATION OR AS DIRECTEC BY THE EWAE_R, AND SHOULD NOT RF I OCATFD W NNO VEHICLE STOP LIES.
' EXISTN;, LICHT 'OLE3, fIR£ HYDRANTS, DRd' IN_CT5, ITC. M-L AL 50 Ar-fFCT PI ACFMFYT.
P E R P= N D I C U L AR C U R B RAMP sPEGF'cAI'oN
�' '`E'N'GE COMBINATION 6" CURB & GUTTER
(ACCESS FCR MO,9IL ITY IMPAIRMENTS) q5 0; `
502 VBtCi�AA OEPARTMEM OF TRANSPORTATION 20103
203.05 VRGINIA DFPARTWEN� DI "HANS� ff?TATICN
•
END-SECTIO14 12" 60" PIPE ALTERNATE END -SECTION 12" - 60" PIPE Es i
general backfiil
cc-it
B E t S'�P,01 END ON T&AtT ENDSSECTOM ►I1B END ON OUTLET END -SEC104 snow)
DETAIL 1 DETAIL 2 B DETAIL 3 general
SihCOT END ON ANLEi END SfC11pM - ---- --_- (see note) - - -
B- - - -- --
---_----- - -- - - Y
x ---- ---- ---- --- -- --- - --
x Y tf X r T APPROACH S/HE - X -
S REE
S trot �-
* A +1 ADWAN6 AS NAAi1NC S NN. A CONCRETE TO BE CONCRETE TO BE --=-_--_- - 8' 8' 8' U
(RADIUS TO BE AS I W I A - j 4000 PSI MINIMUM ( -- - __
A A - -. - J L _ _ 4coo PSI WINK r - - --- - - -
E E - -- = -_ _ - -
9NowN oN PLANS p C C � - - -- - ---- -
�t i _ � � - _ - concrete -- -- -- -
- _
- - - - - - - j - i I L S M n I W MIN. 33 - ( 24' select backftll 24" select baC ll �..f
iiii lRAdl15 TO 6[ AS 4 W
/ RA;IAL NTH SHOWN ON PtAF6) `� W MN. JS - - � _ � � 1 ` (see note (see note) 3
CtM Me
ai S UK s ASH. PLAN PLAN W
CL ASS A] �, �. i. • i. _ O.D. 61 O.D. 6' Z Z
SIDEIALK (® I I< S.
aLE.S.! A M e • • - B TER C 8 DIAiRE 1/2 O.D. W
I CONCIIE B IOF PIPE
FL � 3 ` JH 8 _'t' MB APpR ttt�
E1PN6M JOINT ----'- EXPANSION JOINT OX.
j01p0 S T O
� DAe OR STEE T } 6' 6• �
s SECTION C C r>
HIV MMNNLNE ROADWAr H 1 STEEL FABRIC RENFORC[MENi + Col
NOTE. WDTHH -8" 2•-D- OR AS stone
SHOWN ON TYPICAL SECTgN A f N f \ / A stone W O
A
1
- 0 E STANDARD CONCRETE ARCH CL
PLAN VIE W � fl
■ [ansTRtACT GRAM CHANCES W1TN A PAIRABQIC CURVE. GEES TLE q- ULA� TILE, -PAY LINE- E PAY 111E END VIEW
fGEETtxTLE SECTION X-X END VIEW SECTION X-X generalbackfill O
general t)acicfill
T T
L
see note
® THEM THE ENTRANCE RADUS Of
ACCONMO H E --_ _ - - _ -(see note) O
THE TUR►/ING REONAREMEMTS OF ANT1CiAlEO HEAVY END SECTION DIMENSIONS END SECTIpN DIMENSIONS ( )
TRIACK rIWFIC rW KPTIN row SNDEwxK I Cum SECTION A -A SECTION A -A SECTION A -A ,:---.-::,---:...:.:...:-.,. .............. ..:.:......_----_......
p Au a = _- q' PMIA80LIC G/ITYE T RAG/ P E a E DIAMETER A B C D E PIPE OIAME TER A B C O E - - -- --- ----
aNPS wxTlM fIE lMT3 OF THE SyNOIRA BC - - - -- -- - `4
a VAX. NpTEASED To~. 1z .' r•o" r-o- 4.0 2 0" u" . r o" r•r a a ? Q-
OPI A SHOULDER OR __.....OLD.::_.-- =_ =:_::;
OPTIONAL FLOW LINE CFMVIGE ® -- -" D T ri 6" 2' 3" f-9" a •O" 2"-4- t5" e' 7-3" 3'•t0- 6'•r 2 -I- g• -- _ _ 8' 8 -_ - = 8• •
_ WHEN STO.CC-116 VSEO FOR ENIRANCES BUL ID 9' 2'•3" T'•9'• •-0" 3'- 0' 18" 4 '•3" 3•-10-' 6•T ]' 0" - ---- -- - - Q
---_� T PROJECTS. �_ -__
T H PLEASE
WITH PRo EC ASE - -- --
N MOM YDO ff^^
C0MIJUNC --- -- W
MIMING NtoADw 2T 9' a" -Ir' 2'•T• .-0" 3'-6" 2T' Y' 2••lt" 3'-2- 6'-r }'-6 - - --
B s -- p M(0►E rIIE rOILOwING=
_ NOTES 24• 9'/" 3'•7" 21•6" 6'-r 4'-0" 24•• q" '•7•' 2'-a" 6'-].. 4'-D•' 24•seleclbackfill 24' select backfill
SLOPE OtANIGE )K)T', uAtLINE PAVEMENT SMALL M CONSTRUCTED 21 t0 . 4. 0 2'-r' 6' r 4 -6^ 2 4 -0 2' 6'-f " 4. 6` (see rate) (see note) . • O
5- WIN sNrMeN FOR STRE[t D TO THE R/w LINE tEXCEPT MVY STABCAAIDE 30- r-0 4'-6" 1'•T 6'•I " 5' 0" JO" i'•0" 4'-6^ T 7 ." IF -I S' 0" r-
T STA�TZATION REQUIRED FOR MAINLINE
1• FOR MNULTIPLE LINE NSTALLAITONS DIMENSION S K TQ GOVERN THE PROTECTION �.
0 OF SNAKE FOR COlsti PAVEMENT TrICCN CAM BE l)MTTED N - T- OUTSt)E THE CHANNEL WID7N (W). 533; T f/' •'•RID' " Z'-31/" T• S' 6" 33" t- 4'-10' 3' /a" B' 1 S 6"
ENTRANCE THE fNTRAIICE.1 �S YN. WX S MN. 56•- 1'.3" 5'-3if"0 ' L'• 6.,0 36 1'•J` S' 3" 2'-10 a' T 6-0. stone
Y• ON ANY SECONDARY ROADS INSTALLATION EROSION CONTROL STONE -- 6' - - :? 6" W
SECTION A - A ® RADUI LURE OR G04NBINATIQN CINRS r4RE No ENOWALL DR DsIWCTION tS SPEC .PLAIDMS,CONSTRUCTION IS - 42 r 9 .5-3" -11 D' " 6-6- 42" Y•w y-31 2' 1H" D - 5'•6" O.D.
No CUTIER SHALL PDT K CONSTRUCTED O IN A�CCORONVCE WITH DETAIL 2 SAMOT/11 E -48'. 2 -0' 6' 0" 21•2- a'•2" 7' 0" 4r ?' 0" 2' 2" " 7' 0' 1/2 O.D. ? _ ..
GUIDELINES FOR GRADE CHANGED BErtD110 11E R/W tog E)NCEPt FOR 3 GEOTExttE iIBRIC 10 M INSTALLED LINGER ALL EROSION CONTROL STONE N ^ 54" - Z' 3` S' S" 2' 9' E' 2' " T-6" S4" 2' J" 5' S" 2' tr 4" 7-6" , , 4. , , jh W
TIERACEIENT PMIPDSEi. ACCORDANCE WITH THE SPECIFICATIONS. 60 2' )r' S' 0" 3' 3" a 3' a' O" 60" 2' 6" S''0" 3' 3" 3" 8' 0" 1 N ((E��
WHEN USED N CONJUMCTION ROT" STANDARD •. 5 • DIAMETER OF CIRCULAR CULVERT OR SPIN/ FOR BOX. ELLIPTICAL OR M" CULVERT, LENGTH( OF PIPE L6' 6"
CC-3 OR CC•7, THE CLM FACE ON THIS OF H • DIAMETER LRCtIAR CULVERT 01► RISE/IfIGFHT FOR 807(, ELLPIICAL OR ARCH PAY LINE
ENTRANCE VOLUME DESIANlLE fAAXIAAI STANDARD b FO IIJE AD•Ll/$TEB TO IWMTCN THE V N."u1.VCRT. C B NOTES:
concrete concrete
tgUFITAKE CURLY CONFIp1RAT(ON. S-"M ER
FICiI (MORE THAN IS00 VPDI R f } t 5 USE TYPICAL SECTION SHOWN ON PLANS OR FOR SIOESIOPE, BOTTOM 1)ADTN AND DEPTH
SEE STANDAFIV CG-12 FOR CURB RAP DESIGN TEXTIE OF CHANkL.MATCIN EXISTING DITCH OR HATTXRAIL GROUND. PPE LENGTHS SHOWN ON PLAINS ARE O
WEDIIN 1500-Roo VPD) 13 X 4 x To BE vSEO WITH THIS STANDARD. BASED ON END -SECTION DESIGN Sil"N CONCRETE CRADLE CONCRETE ENCASEMENT Z
LOW (LESS ►HAM 500 VPO) S 6 X a ; x PLANS ARE 10 NOICATE WHEN CONST*XTION Of . • o
A FLOW LINE IS REo(ITEO TO PROVIDE POSITIVE 10 USE THE ALTERNATE OESG4 SHOWN ON
ORARNACE ACROSS TIE [NrTNANCE. fC-1 ON THE LEFT. ON
HIV. DEPTH An"SECTION B-8 �" �vER1 i►E D FEf Lc G o `c►LNsi°EOIN p° d N►r
P0°aNTT'�Lo�°cu"'f'ErERWIo iliurbEW or Ri4T[R. aAss z 2 - - Q Q
NOTE: To be compacted to 95% of ASTM D698 maximum density. • o
CLASS I 3'
SLOPE DETAIL
MO
SPECKICATX N
SPECIFICATION METHOD OF TREATMENT- OTG°Ho" REFERENCE TRENCH & BEDDING p
REfERETNCE "r'°�'a FLARED END -SECTION FOR 12"-fi0" CONCRETE PIPE CULVERTS
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