HomeMy WebLinkAbout80-07 Sherando Towne, Lot 4 - Restaurant - Opequon - Backfile (2)CONSTRUCTION NOTES
GENERAL
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.
e hall be the
to avoid damage to an
y utilities. An damn s
contractor shall exercise care in this work so as v
The co 9
9 Y Y
contractor's
tractors responsibility.
The contractor shal
l notify all utility companies s 72 hours prior to construction.
struction. Call "Miss
Uti
lity
" 1-800-552-7001.
6, The contractor shall be responsible for all construction
truction stakeout. All di
mensions, elevations and locations shall
i r be innin the work.
The Engineer will ap
prove all cut sheets.
be verified in the field by each contractor pro to g g g pp
4. Any unusual subsurface conditions encountered during the 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.
oct area. An work pe
rformed offsite is the Co
ntractor's responsibility.
A radin for improvements
ents to be confined to the project 6. 119 9 P P 1 Y P
7. Cutsheets shall be submitted to the En ineer for approval prior to ordering structures and start of construction.
q In f utility, structure or road and offset hub elevation.
All cutsheets should show existing round elevations at centerline o y, ,
99
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. The contractor shall adhere to the standards and specifications in effect at the time of construction.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
6. When an existing water (or forced sewer) main is tapped for the installation of a new line:
a. The Authority shall furnish all labor and material.
b. The contractor must:
1. make application and pay deposit
2. mark the tap location
3. coordinate installation with the engineering -assistant.
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 furnish and install all water meters through 2" in size. It is the
contractor's responsibility 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 to 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 1/2" and 2" water 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.
C. The Authority will install all sewer laterals.
10. Any water service line must have a backflow prevention assembly (detector double check valve or RPZ, as
required). The assembly must meet ASSE standard No. 1015 or 1013.
11. All fire lines shall have a backflow prevention assembly (double check valve or RPZ, as required. The assembly
shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service
meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are
required.
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its
backflow prevention device, and/or 2) the fire service line's backflow prevention device.
FIRE & 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 comp) with the latest U.S. Department of Labor, Occupational Safety and
Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and
Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary,
shall be in accordance with the current edition of VDOT?s Work Area Protection Manual.
Furthermore, all traffic control 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 when possible shall be installed under roadway drainage
facilities at conflict points.
V12. Any unusual subsurface conditions (e.g., unsuit able 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 ergineer 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 fill. Where CBR testing is required, a VDOT representative
shall be present to insure the sample obtained 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.
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TAX MAP #,- 006-A-102F
Zoned: B 2
Pro-NYT-Nosed Use.- Restaurant
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 specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
meet VDOT on
design standards and is the responsibility of the developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markin'!ls
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 shaii provide the VDOT Residency Office with a list of all material sources p rior
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 VTM-10. A certified compaction
technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT
daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative
shall be notified and given the opportunity to be present during the construction and testing of
the density control strip.
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 VTM-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. The foundations for all box cul verts shall be investigated by means of exploratory borings
advanced below proposed foundation elevation to determine the type and condition of the
foundation. The contractor shall submit copies of borehole logs and report findings of foundation
exploratio n to the engineer and VDOT for approval prior to constructing box. Foundation
designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard,
where rock is encountered and cast -in -place box is proposed, the thickness of bedding shdl be
six (6) inches. 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.
V23. Approval of these plans shall expire three (3) years from the date of the approval letter.
V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as
specified by VDOT.
V25. VDOT Standard Guardrail shall be installed where warranted and/or as propo sed 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.
Vicinity Map
Scale 1 "= 2000'
OCTOBER 8, 2007
REVISED: DECEMBER ',3, 2007
Owner/ Developer: Sherando Towne Centre, LLC
P.O. Box 2715
Winchester, Virginia 22604
(540) 667-2120
LOCAL UTILITIES
Frederick County Sanitation Authority
P. 0. Box 1877
Winchester, Virginia 22604
(540) 868-1061 P.O.C. John Whitacre
Allegheny 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. Tim Kelly
Comcast
1039 N. Frederick Pike
Winchester, Virginia 22601
(540) 667 0364 P.O.C. Art Coleman
Shenandoah Gas
P. 0. Box 2400
Winchester, Virginia
(540) 869-1111
22604
P.O.C. Tim Hockman
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.
,SHEET INDEX
1
COVER SHEET
2
SITE PLAN
3
GRADING & EROSION CONTROL PLAN
4
LANDSCAPING AND LIGHTING PLAN
5
STORK AND UTILITY PROFILES & DETAILS
6
DETAILS
EROSION 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
cis -built 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. All 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,
ferti;:zed, 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.
Patton
Harris
Ruse &
Associates,pc
Engineers.
Surveyors.
.,
PlannE�rs.
Landscape
Architects.
Approved by Frederick County Zoning Administrator
117 East Piccadilly Street,
Suite 200
+ Winchester, VA 22601
T 540.667.2139
F 540.665.0493
P\11 H p
.ZRONALD A. MISLOWSKY, JR. Z
0 NO. 020674
0 a
Site Plan Approval Valid for 5 Years From Date Shown Hence Date
Project Number:
Sheet Number-
12536-2-0
1of 6
--;f r
T 11. 86-A- i02H
t
THE MARATHON BANK � � ` � v
" 0.97 Ac. L �� 1 � ' ` I r
- y.'vINST. 060005'6
l/ 1
ONE: 62
ri
( `--__ � .--•-�Y'�--- ..._,,. ""- T.M. 86-A-1021 c
WARRIOR COMMONS d_LC C}�
0, 98 Ac. fl
INST. # 060012071 ACV
ZONE: 82
LAN E
A STATE P
VIRGIN
all
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i RAMP
t CON TO VERIFY ELEVATION
E-XJSTING--WALK-1NG T-RAfL- AND-__----..-._
__ ENSURE THAT SLOPE OF RAMP
--� --`` j NOT EXCEED 1:12. HIKE
"�z- a _``EX 47SAN. ~ /
LAT. STUB,
7 a \ ¢ _ 0.0
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DIIM#TS �=-
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SAN.?LAT. , TUB �. .. --•..,.`, I �, -. \
EX INV 746.55 MENU
I ; 3� 8. SIGN
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cn DO
I t ENTER ; RESTAURANT
Co ONE
s
}}rnONE SIGN
2500 SQ FT INDOOR .....,. % .... \--
AA I
,.. , STOP SIGN
98
N10 45 34 E _ _ _ _ _�
INST. #-00157511 -
Culvert Summary
Culvert
Inv. In
Inv. Out
L(ft)
D(in.)
SON
Type
1
744.49
744.32
17
15
1.00
CPP
2
745.56
744.69
87
15
1.00
CPP
3
745.99
745.76
23
15
1-00
CPP
4
747.16
746.19
97
15
1.00
CPP
5
749.00
747.69
131
15
1.00
CPP
NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCQRE OR EQUIVALTENT.
Storm Inlet Summary
Str. No.
Inv. In
Inv. Out
Inv. In
Top Elv.
Type
Throat
1
744.69
744.49
747.69
751.50
DI-3C
6
2
745.76
745.56
-
750.40
DI-1
-
3
746.19
745.99
-
750.68
DI-1
-
4
-
747.16
--
751.00
DI-1
-
5_T
--
749.00
-
751.8Q
DI-1
T -
400 SQ. FT. 'PATIO
2900 SQ. FT. TOTAL
-6" GATE VALVE GREASE
6" FIRELINE TRAP D
2" WTR SERVICE OD
1 1 /2" WTR METER
o '
Yl
SIDEWALK 4' o
CROSSWALK
! -- - 8W---V_-N10'45'34
487.65'
PART OF T.1. 86-A 102A
11.6348 Ac. G.B. 740, 43. 515 -
D.B. 768, PG.17, EX. FH
4 ZONE: B2
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f, STOP SIGN
8183� . loon-� %AND BAR
IcSil
a
EX. FH
GR4plylcScWhL '
20 10 0 20 40
!N FEET
1 inch = 20 ft.
CONCRETE
STONE
''1'1 III MUM SEMON'1
1.5" SM12.5A
3" BM25 OVER PRIME COAT
- 8" VDOT 21 B
i- WELL COMPACTED SUBGRADE
n" CNIIn CA
1B
,OMPACTED SUBGRADE
HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION
Not to Scale Not to Scale
TAX IDENTIFICATION NUMBER
86-A-102F
EXISTING PARCEL AREA
0.82 ACRES
DEVELOPED PARCEL AREA
0.82 ACRES
ZONING
B2
ADDRESS
WARRIOR DRIVE
CURRENT USE
VACANT
PROPOSED USE
RESTAURANT
DISTURBED AREA
0.6 ACRES
SETBACKS REQUIRED
PROVIDED
FRONT (Warrrior Drive) 35'
37.24'
RIGHT SIDE 0
81.8,
LEFT SIDE 0
82.0'
REAR 0
77'
PARKING 5'
10'
BUILDING HEIGHT 35' (MAX.)
24'(+/-)
GROUND BOOR AREA
2,50. 0 S,(,Fr--
PATIO AREA
SQ.FT,
TOTAL AREA
2,900 SQ.FT.
NUMBER OF STORIES
1 (24' f}
FAR ALLOWED
1
FAR PROVIDED
0.08
MINIMUM LANDSCAPED AREA
0.12 AC. (15%)
LANDSCAPED AREA PROVIDED
0.15 AC. (187)
DRIVE -THROUGH LENGTH REQUIRED
90 FT.
DRIVE -THROUGH LENGTH PROVIDED
100 FT.
PARKING REQUIRE PROVIDED
LOT 4 STANDARD SPACES (1.4/100) 39 20
LOT 4 HANDICAP SPACES 2 2
SHERANDO TOWNE CENTRE 212 231
TOTAL SPACES 253 253
LOT 4 LOADING SPACES 0 0
NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.
SIGNS ARE REQUIRED TO HAVE A PERMIT.
9GNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
OP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F.
3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE.
4, ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM
EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE.
5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20.
6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1
7. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL
FEATURES EXIST.
8. ALL UTILITIES TO BE PLACED UNDERGROUND
9. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE
MARSHALL REQUIREMENTS.
10, ARELANE MARKING MALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C.
THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF
THE FIRE MARSHALL.
11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING
CODE AND SECTION 303-A, ASSEMBLY USE GROUP ON THE INTERNATIONAL
BUILDING CODE/2003. OTHER CODE THAT APPLIES IS ICC/ANSI A117.1-03
ACCESSIBLE & USABLE BUILDINGS AND FACILITIES.
12. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL
APPLY TO THIS TYPE OF STRUCTURE (SOILS, CONCRETE, STEEL ETC.)
STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY
A VIRGINIA LICENSED DESIGN PERSON.
13. PROPOSED 2980 SQ FT RESTAURANT IS TO BE TOTALLY SPRINKLED.
!UBJECT PARTY IS SUBJECT TO SHARED PARKING AND ACCESS EASEMENTS
COVERING THE SHERANDO TOWNE CENTRE.
NO NEW ENTRANCE IN VDOT ROAD PROPOSED.
TRIP GENERATION
iTE, 7TM EDri TON EST+AATES T!-US SITE AT
DILL DEVELOPMENT WOULD GENERATE
1478 TPD ITE CODE 934
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.
PROPOSED CURB & GUTTER ....................................
PROPOSED STANDARD PAVED AREA (8. 21B/2• SM 12.5A) ............••.
PROPOSED HEAVY DUTY PAVED AREA(8- 21B/3• BM-25.0/1.5• SM-12.5A)• -
PROPOSED CONCRETE AREA
PROPOSED GRASS AREA ........................................
PROPOSED EASEMENT AREA ........................................
- -
ZONING BOUNDARY ...............................................
ZB
UTILITY PEDESTALS ...............................................
ff] M
EXISTING STORM DRAINAGE & STRUCTURE .........................•-
PROPOSED STORM DRAINAGE & STRUCTURE ...........................
PROPOSED WATER MAIN ...........................................
--i W
EXISTING WATER MAIN .............................................
--- -t W
PROPOSED ARE HYDRANT ..........................................
PROPOSED GATE VALVE & BOX ......................................
W1-
EXISTING SAN. SEWED AND MANHOLE • .............................-
PROPOSED UNDERGROUND ELECTRIC SERVICE ........................
E
PROPOSED UNDERGROUND TELEPHONE SERVICE ..................•••••.
T
PROPOSED GAS SERVICE ..........................................
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GRAPH/CSCA'lE
20 70 0 20 40
/N FEET
1 inch = 20 ft.
.dedij�ddi+E.LiC
EXISTING STORM DRAINAGE & STRUCTURE
_
13
PROPOSED STORM DRAINAGE & STRUCTURE
PROPOSED CURB & UTTER ..............
DRAINAGE -FLOW ............... ........
EXISf1NG - GRADE ......................
PROPOSED GRADE ....................
PROPOSED EASE►�NT-AREA--.........--
PROPOSED -SILT. FENCE- . . ...........
SF
SF —
INLET PROTECTION ...............
IP !//
LIMITS OF DISTURBANCE .................
DRAINAGE- DIVIDE ....... ....... ...............
Permanent Stabilization: NI disturbed areas not paved shall receive a min. 6 in. topsoil
and be seeded as follows:
200 Ibs Tall Fescue per ac.
12 lb. Annual Rye per ac.
1000 Ibs. 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 Ibs German Millet per ac. (May through September)
60 lb. Annual Rye per oc. (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.
BLOCK & GRAVEL CURB INLET
SEDIMENT FILTER
CURB INLET
O71
1
WIRE SCREEN
RUNOFF OVERFLOW
WATER WITH
SEDIMENT
It- AWRIW
CONCRETE BLOCK
GRAVEL FILTER
SEDIMENT —""'M' ill^Il��ttlllr
WIRE SCREEN
2" X 4" WOOD STUD
SPECIAL APPLICATION
FILTERED WATER
CURB INLET
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
• GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE
SOURCE: VA. DSWC
STONE CONSTRUCTION ENTRANCE
70' MIN,
J FILTER CLOTH- 6" MINI q l
/ SIDE ELEVATION
GROUND
70' MIN.
B WASHRACK
I F_ REQUIRED
y
12' MIN.
VDOT itl
POSITIVE DRAINAGE
COURSE AGGREGATE B
TO SEDIMENT
TRAPPING DEVICE
MUST EXTEND FULL WIDTH
OPERATIONS AND EGRESS
PLAN VIEW
FILTER CLOTH
SECTION A —A
REINFLR��D
SECTION B—B
10,
EXISTING
PAVEMENT
5:1
MOUNTABLE BERM
(OPTIONAL)
T
10' MIN.
EXISTING
PAVEMENT
10' MIN.
DKHIN JrRuL
I
SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1
RUNOFF
WATER
WITH
SEDIMENT
SEDIMENT
-
OVERFLOW
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW
CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING
AROUND THE STRUCTURE.
' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE.
SOURCE: VA. DSWC
CONSTRUCTION OF A SILT FENCE
(WITH WIRE S UPPOR T)
1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
i !)NI i no
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
G
FLOW
•� j
=I1
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
I
PLATE 3.07-8 S SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,
Sherwood & ITan
PLATE. 3.07-3
PIAM 3,05-I
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PANE
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STATE Prune codominant leaders DO NOT prune terminal
VIRGfN A leader or branch tips d
SHOW 0 Prune rubbing or �.•
NAD g3 OW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. M Q
cross branches I�
v Q) Q0
J4 STEEL REINFORCEMENT BARS
O 0 � I
13 STEEL REINFORCEMENT y 'n
ALL FIXTURES TO BE SHIELDED vs
TIES 01-6 O.C. Prune narrow crotch angles O
TO PREVENT LIGHT SPILLAGE DO NOT stake or wrap and water spouts Q o r
OFF SITE LIGHT POLE TO BE GALVANIZED STEEL trunk unless necessary Prune broken branches adJ > 0)
PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT Remove all tags and labels i It
_j
POLE HEIGHT = 20 FT.
Prune suckers
Cut away all balling ropes 2"-3' mulch kept away from trunk 0 U LL
LIGHT POLE
1' TOOLED EDGES y
HAND RUB FINISH ON LIGHT POLE BASE Remove top of wire basket Soil well to contain water •—
WITH COVER PLATE
SURFACE OF CONCRETE \
L N
AND ALL IN VOIDS. ,.,, �.
SMOOTH FINISH ON All := ', ':'':_;
IXPOSED CONCRETE NONSHRINK LOAD '� : _ ;� "• ->'- : o: UNAMENDED backfill soil = t j
SURFACES. BEARING GROUT :.4 - <+< _ _ _
Widen and score hole wall = rty ,. <> _ Qa• -• Partially backfill, water to
ANCHOR BOLTS FURNISHED ' _ r
: - C to
WITH LIGHT POLE. BOLT SIZE Q' Q settlesoil, finish backfilling O a)
3'-0" :
FACE OF -- ' a •. ` PROJECTION AND BOLT �+
WHEN PLANTING SHRUBS IN cuR6 GRADE ; CIRCLE PER MANUFACTURER'S — ++ .0
Area for water drainage
THIS AREA CONTRACTOR MR
RECOMMENDATION. Remove container and cut circling C
Leave solid soil pedestal - do
SHALL CONFIRM LOCATION 8' GALVANIZED GROUND
. r ROD. BOND TO POLE. . ' %1FI
1'-8' 4 CONCRETE BASE roots 'rf container -grown, or as much not dig deeper than ball depth d. W
If OF UTILITIES ,.. burlap as possible if #field grown
< P.V.C. CONDUIT AT 2'-6
'I1 1 12,2t
#3 STEEL REINFORCEMENT - -,� . ( I BELOW GRADE TO PANEL
1000
TIES !� 1'-6' O.C.
#4 STEEL REINFORCEMENT to . -' I - NOTE:
BARS 'd ALL UNDERGROUND WIRING Dig hole 2-3 times root ball width
-
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NOT TO SCALE
LIGHT POLE FOUNDATION DETAIL
o•a LITHONIA KAD 40OW MH 1-FIXTURE MOUNTING HEIGHT-20'
ALL UGHTING IS TO BE CONTROLLED TO PREVENT OFFSITE GLARE
ONTO ADJOINING PROPERTIES AND RIGHT-OF-WAY.
I �jl
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TREE PLANTER DETAIL
no scale
PLANTING SCHEDULE
COMMON NAME
SIZE AT TIME OF PLANTING
SPACING
QUANTITY
o
THORNLESS HONEY LOCUST
2' CAL. @ 6' HIGH
AS SHOWN
6
RED MAPLE
2' CAL 0 C HIGH
AS SHOWN
5
HETZ HOLLY
3 GAL CONTAINERS-3' HIGH
3' ON CENTER
89
LOAD CYPRESS
3 GAL CONTAINERS-4' HIGH
AS SHOWN
9
0
INK BERRY
3 GAL CONTAINERS-3' HIGH
AS SHOWN
18
SEEDING REQUIREMENTS
ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM
6" OF TOPSOIL AND BE SDDED.
FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE
TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A
MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT.
MAINTENANCE OF LANDSCAPE NOTE:
ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER.
ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE.
ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT.
PARKING LANDSCAPING
PAVEMENT AREA 14,998 S.F.
,GRAPH/CSC.4LE PAVEMENT TREES REQUIRED 7.5 0 1/2000 SQ. FT.
20 10 O 40 INTERIOR TREESS
PROVIDED 8
I REQUIRED 2.3 (01/10 SP.)
IN FEE/. ) INTERIOR TREES PROVIDED 3
7 inch = 20 ft. TOTAL TREES REQUIRED 11
TOTAL TREES PROVIDED 11
MINIMUM LANDSCAPED AREA REQUIRED 0.12 AC. (15%)
LANDSCAPED AREA PROVIDED 0.15 AC. (18%)
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755 -
EX .-GRADE _
±4pROP. GRAD
W� (E
750
-
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_
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PVC SDR-21
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WATERLINE PROFILE
; 1
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7451
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1600
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STORM SEWER PROFILE
GRAPHIC SCALE
50' 25" 0' 50' 100'
1 INCH = 50 ft. HOR/Z.
1 INCH = 5 ft. I/ERT.
Valvco, Inc valve box assembly.
lid: Figure No. 7 marked SEWER
top section: Figure No. 7S26TO
bottom section: Figure No. W524
concrete skid pad
finished �18' dia. x G deep
grade \
SEWER CLEANOUT
-19-
2 O.D.
CONCRETE ENCASEMENT
TRENCH & BEDDING
-1-
MAY 06
. • . .: . .: :. . err.
• . 6; ' a
c���
CONCRETE ARCH
4- select
ackflll
2 O.D.
MAR 06
2' custom setter
(meter by FGSA)
meter Interface
unit (see note 4)
/_ndad flat top
for 4' diameter
manhole
finished
grade
V riser section for N
dhemeter manhole
with cutouts
09
3' min.
.......... ..... ....................•.....
6' stone bedding solid support blocks
ng under custom setter
saddle with 12 gauge solid Iruiulaterl
oorpos ation swP Copper wire for line tracing, Pi X coupling an
taped at 10 foot intervals MIP plastic plug
water main
bell valve curb stop with PJ
(CTS) both ends with 2• NOTES:
gate valve offing nut 1. Access door shall be by Halliday Products
or our approved equal:
a) in non -traffic area - model no. St R3030
b) In traffic area - model no. H1 R2424
2. Water service crossing street shall be encased In
SCH 40 PVC or SDR 21 pipe. The piping shall
run from one foot beyond sidewalk, across street,
to one foot beyond sidewalk
8• 3. Install 12 gauge solid insulated copper wire (for line tracing)
from corp. stop to into the meter box [ wrap wire around
carp. step; wire to be taped to top of PET at 10 foot
Intervals; come up Into meter box; wrap around bottom of
angle ball valve; terminate with 121 tall piece).
4. Meter interface unit requires 1 3/4• diameter hole.
CUTOUT DETAIL
ftp+cal)l
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
1 1/20 and 2n METER INSTALLATION
75 1 -
750
745
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JUN 06
PROP.
f
GRADE
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STORM SEWER PROFILE
-.__.
8va H ft!•u
12- NOTES
!. DEPTH O< a4 VII M TO K TatOrn► QM 1 AIC
7. • 4 X W' SMOOTH Da*V-S AT A 01 MTELY
IAAYtiY 1K.P'IN at! To !tt 2W' /brt WP M
C-�C TO GE PLACED M ALL AWAS AD.WANT
LttKM TYLtrt stAM410 t8•I.
55
T12q-
11
2 THE -W OaIfM!" Sal W4 ON 11W STAaDAVS,
ltrTr�r•t M of 7 x it-
WSTCH MAY K PR0vl6Era. 3EE 3Tff4O IRD
AMO SPECIFIED ON T►iE PLANS WILL BE
T-0-3, 4 FOR ALTEAMIATE OESCk
►EARMI) FW* THE IrfMERT OF THE OVI FALL
PPE 70 THE TOP OF THE STgaGTigrE[`�
A, 3. DAWICER K P HOLE n U-XU-
Bar? M PLAN 'W DWORPWS ARK APa'q.71pYAT[ OMY
PLOS iC INMWWANiE CLOTH <Aa- WSN
9]' ti_a raR iSTaAAtaaG T GSKS AhPQ Ttit nCrtrA;
ptAKNSIIoarS SI+RL 9f OICriRw[b dtlr 1t1(
on SALM 'STEER. iiptE.AltpAJM Tr1E
ts)MTRAtTOR TkW FELO [GnCl7i6IIrS
CIOXIER 0.43" *AMR 4 MESH ►AMNOAE
CKQIIN AMIT1tOR�0 FAHALY r0 TK OOTM
0T INC #IIRtAErWE.
3_ Wt" WECIFED ON Tat PLANS TrC 4vAERT IS
TO BE SHAPED III Ai9t9}>4 kKE 1NTM SrAkC^;D
1. OLL iIIMC1'at6 STfLL SMIL RMI A►UK
15-1. THE COST OF FLRIiSW4 AND PLOOM ALL
COVER OF 2".
IdATERIA.S III MftTAl TO THE S"~ IS TO BE
MCiUDEA M THEE 810 PRICE FOR THE S7TitXPJK,
10- ALL REV#' STEEL TO BE CUT CLEAR OF
ALL OPE4040 SY 2•'
17`
g •2"
U
4. IN THE EVENT ER T►W NVT 0r THE OtJTTAit
'to
PPE 15 WAN" TKU4 7K WTTOM 4F T!4 11, CAST-04 PLAICE CONORETE 15 K CLASS ►3
'j7t4 TtArR TM M'K11II t7F 7Mlt StIPJ 'itA� 131M P91, PRECAST CCIMIGK71 IS TO BE
,{.,t
4i_
SMALL YAI" C>:YCM aAbRTAhR T *D�iO P#t
f+KAW VxAvaC C+R POW" OF WATER
SECTION A -A
3 V TO 9E 1� IItYY OF
r Dttrnatw � Pt HE SAOIC #XIDENTO r2. 40 *fO
i , MATERALS ft
+ra4s A44. THE go~ n» '►O K 40CLUDED NI THIS END
COW
$44 -00114 •. PRICE rM THE STRUCTURE7, t3. IF OPTKit1AL 4XDNSTf1AlGTKY4 Aw ,s USED.
-
S. STIPS AM IT QUIMD. roar DETAILS SU IT IS 10 tlf METED.
--'-y
WAHOAF& ST-L
- -
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14. roR OETut# AM QkMVWWk%, CTG, Cr PUT[ AM
t►
6, THIS fTEY NAY BE PRECAST OR CAST-h-PLACE. STEEL OR CAST PON COLLAR SEE STAMATM IN-11.
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SECTION THROUGH ELEVATION
AtPf*WMaaTE oA1.&WnTIES
FOR Ir*" 411113DEPTH
CONPIIETEPOE
Ch0a1CAAiTE
STEEL
p, TER
w ft-
III'
S.M3
651
ur'
5.1064
441'
74"
t5.4t4,4
tl]P
kv odw a it bt AL6taa for e0th
vdll►wra rant 91 dlp46 5M1•
Q•44LS GYL. T'�. td telertit
3&7 Ltlt, 4r r,pr gA%q a44N
STANDARD DROP INLET
2233 1214 - 24" PIPE: DEPTH (H) 10' TO 20'
302
VOYtOM i1ff"AdITMIMT Of IRAV046RTAINON 02
f_-- L ---
Both joints of the fitting shall be restrained. In addition, all joints within the
recommended length (L) on the large side of the reducer shall be restrained.
SAdALL
SIDE
JOINT
RESTRAINED LENGTH OF PIPE (Ft)
LARGE SIDE JOINT
PVC
DIP
6"
8'
ro"
r2"
s"
8"
10'
12"
6'
--
40
60
60
--
20
40
40
8"
--
--
40
60
--
--
20
40
10°
--
--
--
40
--
--
--
20
REDUCER
,� ".. .c . _ '�x,�' .9E'^''atlJ:,4+3.._ <.- ,-. . -.• ... vg��c.. 'fill �r�� '�^`'.�:X' ..
i
�L I LMW
In addition to restraining the connection, any joint that falls
within the recommended length (L) shall be restrained.
RESTRAINED LENGTH OF PIPE (Ft)
PVC
DIP
6"
8-
10"
12'
6'
8"
10
12'
60
60
80
100
40
40
1 60
60
VALVE, DEAD END (PLUG, FIRE HYDRANT)
RESTRAINED JOINTS - 6" THRU 12" 1 0173
-2- MAR 06
r3.3A,3B,3C FO14 iT+, iYiLCT hr '�� _ �•x
EalvAarlsoli ACN1T - r a tBrFR BADC OF &W*A x 66
# .:R
t4AP45 i" 9C wm.+ i
N r
C � Y.a•fJtf
W
hm F Fikg B _ : F yAp iA14pf�
+ i 5!E nrilfE L
i
it *'Hams D FACE OF C_
+ aObiT GOTE7 �IMC
P� AN
A -A
irl r ►(EYEO C.CiWY. J(wT
vAmv* E - MAX 2D•IriiTTER
41 J 4"A pOT H
E
-... ----------
BARS F taaVkS E - - 41>tR5 6
[ *_' duiaif Tt7k Icl tic BARS 11
[ rEEP ►101E FRONT ELEVATION
Rqk$ i
i IwTTER R NOVI:DI f{ 3'-
(�,� I W/,^ KrrT PLATE _ SECTION 6-8
TTPE A aM 4AiTAE 'jF1All of LJSfo lNTIi C41-3 i 46-7 #TArYa4Rbi : •- ,-..
TYPE b !iilS£ CETOIL SMALL K tA' 0 -W CO-2 'SrA ADARDs, TYPE A T"le `aFE R T 4^ S'lub SIfENk OL+rlEtT8,1 WELVED
VAd� PLATE r0a IvK A To 111E 11ENT ON #M P#GLt Of +t+l -W r8 incLE RIM AT 2,c-C.
,;IaCC1A',ft AIM IS TO BE AM4COMI) 1111111 1fr IC 4' STUD SKIN NOSE DETAILS
MELDED To KW PLATE AT
L DI.3C L WAN" PMfffNT
� a-3A „1 �•� 1
_ L- y. -ter --
I Y 1 I
oil. 0
j 0,1OETAiL WHEN iJSIrD
IrOt WE ON DWAOE'5 Ail, AGENT TO CURB
fee LSE 04 SACS WITHOUT GUTTER
Dow $or$ TO BE Sir"&TRIC,AL SWEI I OF
STANDARD CURB DROP INLET -
1.2" - 30" PIPE: MAXIMUM DEPTH (H) 8' 233
uAa rAtAkArtTMEMT OF TRANSPORTAttptl 307
} In addition to restraining each jointofthetee, (1) any joint
Lb that falls within the recommended length on the branch
outlet (Lb) piping shall be restrained, (2) any joint that falls
within the recommended length of the run (straight through)
outlets (Lr) shall be restrained.
A cross shall be restrained per a tees requirements for Lb.
A Wye shall be restrained per a tee's Lr and a 45° bend's L requirement
RESTRAINED LENGTH OF PIPE (Ft)
TEE
PVC
DIP
r X b
Lr
Lb
Lr
Lb
6 X 6
20
20
20
20
8 X &
20
20
20
20
8 X 6
20
20
20
20
10 x 10
20
20
20
20
10 x 8
20
20
20
20
RESTRAINED LENGTH OF PIPE (Ft)
TEE
PVC
DIP
r X b
Lr
Lb
Lr
Lb
10 X 6
20
20
20
20
12 X 12
20
20
20
20
12 X 10
20
20
20
2D
12 X 8
20
20
20
20
12 X 6
20
20
20
20
TEE, CROSS WYE
In addition to restraining each side of the bend, any joint that falls within
the recommended length on each side of the bend shall be restrained.
TYPE
RESTRAINED LENGTH OF PIPE (Ft)
RESTRAlidEO LENGTH OF PIPE (Ft)
FITTING
PVC
DIP
DEGREE
6"
8'
10"
12'
6"
8"
10"
12"
50
20
20
40
40
20
20
20
40
45
20
20
20
20
20
20
20
20
22.5
20
20
20
20
20
20
20
20
11.25
20
20
20
20
20
20
r 20
20
HORIZONTAL BEND
RESTRAINED JOINTS - 6" THRU 12"
-3-
20F3
MAR 06
DOWN BEND
DEPTH 4 MIN.
L d
AIL
finished
L UP BEND
DEPTH
DOWN BEND
RESTRAINED LENGTH
L
Vertical offsets contain down and up bends.
On down bends, one joint faces horizontal and tl
other points down. On up bends, one joint faces
horizontal and the other points up. Each side of any /
vertical offset bend shall be restrained, in addition, any UP BEND RESTRAINED LENGTH
joint that falls within the recommended length on each
side of the fitting shall be restrained (Ld, Lu).
RESTRAINED LENGTH OF PIPE (Ft)
DEPTH OF BURY
DEPTH OF BURY
4 FT. 1I,11N.
5-12 F.
4 FT. ?;IIJ.
5-12 FT.
SIZEII PE
DEGREE OF BENDS
Ld (DO'r'lN)
Lu (UP)
SIZEITYPE
DEGREE OF BEVDS
Ld (DOi9N)
Lu (tip)
6" PVC/DIP
45, 22.5 & 11,25
20
20
10' PVC
22.5 & 11.25
20
20
8" PVC
45
40
20
10" DIP
45, 22.5 & 11.25
20
20
8" PVC
22.5 & 11.25
20
20
12" PVC/OIP
45
40
20
8" DIP
45. 22.5 & 11.25
20
20
12' WC
22.5 & 11.25
20
20
10' PVC
45
40
20
12" DIP
22.5 & 11.25
20
20
VERTICAL OFFSET
RESTRAINED JOINTS - 6" THRU 12"
-4-
30F3
MAR 06
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A TYPICAL DESIGN
IZ-1 LIU MAX
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SEC'TION 0-3
K01t, M14 !--FwRX, lely!"; C14 1W NVEr,'ABLE WAMAC 5.R,--ACE.
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(WITH -:)JFzFR STRIP)
T,S5 CCS<�h TO � JSED rOR CCASTPJ."ItIN 11-A1 M-CI7`ILKIIA11!1 %V# IP 3KWWAi X. I AN-M
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CG-12Z DET[CTAFA 1- 'WARNINS SURFACE
TYPE A6, k'PERP`END1CL.ILA?1`j APPLICATION
VfkCw4;A COFFA9TMENT OF 'RANV13P.TA1i2s
AL 1 LH A T i 0 NS
N'SERTABLE SHEET A179
NOTES;
i it4 irtm MAY Ot POMCAST OR CAST N PtACC.
2, C04C 11E TO Ef CLAM jU F CA52 IN MALL,
40w Ps r MWCAST,
cou IWAI rM rLFn 16 Wt TtH H01419 A PJLPUS
Cr]fir?'I t1l CR IFNS fAI0W. FACE or CtWaj SN&C
Rr PAM FOR ks RAOK CC49KkkTtOI4 ek" L
WITTIER,
4. FOR USE APT4 STh-*-QED OPEN-GMED
gAIT..
"1-THEL WIC. <1 THE CIPS
44fif jkxr(b P I rIL
TO TFE SLOPE C# �MA60NZy.ABET.
" TO T1,C OEPTH Cf THE P4VEVEP4r,
S. ALL0000LE MTERA FOR THE LSE OF
cc-fi is BASED am ftJailAv c5i4r.0kna4
ANO Ilf=1 SK911 AS S;CNN N APOCKOX A
2' R cr Thr vwr ROAD Drjr* 4AwAL.
T,r
THE G10TTDV Or THE C403 A40
CUTTER WAY BE 0&6TRUCTEID
PAAOAP- TO TI-11E SLOW- (if
SIMMSE COUNSCS PHOWME! A
UHL'AJU CIPI-11 QF T.
f-; MAINTAYWD.
AT C.
Iv:Tr11r ACT_ COMBINATION 15" CURB & GUTTER
502 vIRD4A DEPARTWOuT Or TRw!S;"rAT*"
1 2'-0" 1 6, 1
CG-6R
Note: Comb. curb & gutter having a radius
of 300' or less (along face of curb) shall
be paid for as radial combination curb
gutter.
This item may be precast or cost in place,
Concrete to be Class A3 if cast in place,
4000 PSI if precast. I
Y. VC6 I
i 20
17M I
41
CC-t2
6.1 1;.6-, C.-r. FIXTPA
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I�ECTION A -A TYPICAL PLACEMENT
AT INTERSECTION
wiT,-i1N CR0S,9WXK
7PEAL4531OX
/:)4STQ,-2ICV
xflw r
SECTION 3-13
K17- FIN GL4f.RA k-Q7L5 QN TK 0.-'1LQ7VLF- Vh:;V"G
SEA :NEE' I OF 4.
TYH B
PARALLEL. APPLIC'ATION
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IAXV`W OW LEKrV
4Y
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IN M.11CUNT
-
4-
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'C' G - 12 D E T LE C 'I - A B L '-- WARNING SURFACC
T YPE B (PARAL 1, F I j /%PPL IC Al ION
4*x 4* WOOD RAIL
I'x 8' ROUGH SAWN
WARDS 6'-4* LONG.
SlAiDGM
SLOPE FOR DRAINAGE
W/1- UARW
6"x 6' (TREATED) Zo
WfPR�T BASE &
5/� DIk BOLTS
Typa)
4'x 4' WOOD RAIL-
6- CONCRETE SLAB W1 6x6
WIRE MESH (SEAL CONCRETE
SLAB AGAINST GREASE ABSORPTION)
r-
ZIP
VDOT CG-6
12* DIk M
CONCRETE
EXPANSION JOINT AT
FOOTING
EKH POST FOOTING
(TYPICAL OF 4)
SECTION A I b
WPW47-
3- SQUARE --
STEEL TUBING
1 1/2' SQUARE STEEL
ROW. SHOP WELD
ALL JOINTS
(2) 6- CONCRETE
FILLED POST
PLAN VIEW
!0 1 9'
rDRIVE ON
CAPS DMIENSIM MAY VERIY
= 7i�- FOR SOLID CONNECTIONS
5zilt-ff- ZT - - - - - - - - - - - -
FOOTING YJ ix 8ROUGH SAWN BARD
a.
- 6'-4'
LONG WITH 3 8 SF
BETWEEN BOARDS
3*,
FRONT ELEVATION
STANDARD TRASH ENCLOSURE DETAIL
A
RL"P,
DRILL HOLES
TO LOCK GATLE4S CONCRETE
AND CLOSED POSITIONS.
(2) 24- LONG 3/8- RODS
(CONC. APRON)
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