HomeMy WebLinkAbout83-05 Sempeles Comm. Sherando Towne Ctr No. 7 - Commercial - Opequon - Backfile77
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TM 86-A-102H
SHERANDO TOWNE CENTRE, LC
INST# 050015751
DROPOSED ZONED: B2
SANK BLDG.
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(.:, - _ • - _
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Culvert
Summary
Culvert
Inv. In
Inv. Out
L(ft)
D(in.)
S(%)
Type
1
745.48
744.82
34
15
1.94
CPP
2
746.12
745.68
87
15
0.51
CPP
3
746.56
746.32
27
15
0.89
CPP
4
747.79
746.76
203
15
0.51
CPP
5
745.84
744.82
8
15
12.75
CPP
6
747.53
746.04
51
15
2.94
CPP
7
749.00
747.73
141
15
0.90
CPP
11
744.62
744.49
14
15
0.96
CPP
NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT.
N /F
TM 86-5-G
SHIFLETT, JOHN B. & CLARA E. o
D.B. 482 PG. 793 a
ZONED: RP z
USE: RESIDENTIAL c
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20 10 0 20 40
( IN FEET
1 inch = 20 ft-
Storm
Inlet
Summary
STR top to
Cul out
Str. No.
Inv. In
Inv. Out
Top Elv.
Type
Throat
INV (ft.)
11
744.82
744.62
750.50
MH
-
5.88
1
745.68
745.48
751.51
DI-1
6
6.03
2
746.32
746.12
751.36
DI-1
6
5.24
3
746.76
746.56
751.66
DI-1
6
5.10
4
-
747.79
752.68
Dl2C
8
4.89
5
746.04
745.84
751.00
DI-1
6
5.16
6
747.73
747.53
751.75
DI-2B
6
4.22
7
-
748.00
752.88
DI-1
6
4.88
6" CONCRETE
4' STONE BASE
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:OMPACTED SUBGRADE
STANDARD PAVEMENT SECTION
Not to Scale
1.5" SM 12.5A
3" BM25.0
- 8" VDOT 21B
f-- WELL COMPACTED SUBGRADE
HEAVY PAVEMENT SECTION
Not to Scale
0
STOP
30"
LEGEND, BORDER - WHITE (REFL.)
BACKGROUND - RED (REFL.)
STOP SIGN - DETAIL
NOT TO SCALE
STANDARD STOP BAR
24" WIDE STRIPE (THERMOPLASTIC TYPE 6, CLASS 1)
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER PART OF 86-((A))-102A
EXISTING PARCEL AREA 0.96 ACRES
DEVELOPED PARCEL AREA 0.96 ACRES
ZONING 62
ADDRESS WARRIOR DRIVE
CURRENT USE VACANT
PROPOSED USE RETAIL/RESTARANT
DISTURBED AREA 0,96 ACRES
SETBACKS REQUIRED PROVIDED
FRONT (WARRIOR DRIVE) 35' 51'+
SIDE 0 59'+
REAR 50' 50'+
PARKING 5' 5'+
BUILDING HEIGHT 35' (MAX.) 24'(+/-)
RESTURANT GROUND FLOOR AREA 1,500 SO. FT.
RETAIL GROUND FLOOR AREA 3,720 SQ. FT.
NUMBER OF STORIES 1 (24' t)
FAR ALLOWED 1
FAR PROVIDED 0.12
MINIMUM LANDSCAPED AREA 0.14 AC. (15%)
LANDSCAPED AREA PROVIDED 0.31 AC. (32%)
PARKING REQUIRED PROVIDED
RETAIL SPACES (1/200) 19 19
RESTAURANT SPACES (1/100) 15 15
HANDICAP SPACES 2 2
LOADING SPACES 1 2
TOTAL SPACES PROVIDED 38
PARKING LANDSCAPING
PAVEMENT AREA 18,695 SQ. FT.
PAVEMENT TREES REQUIRED 9.3 ® 1/2000 SQ. FT.
PAVEMENT TREES PROVIDED 10
INTERIOR TREES REQUIRED 3.8 (01/10 SP.)
INTERIOR TREES PROVIDED 4
TOTAL TREES REQUIRED 14
TOTAL TREES PROVIDED 14
NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTIY WILL COMPLY WITH THE
REQUIREMENTS OF THE FREDERICK COUNJTY ZONING ORDINANCE.
2. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP. 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 EBE HANDICAP ACCESSIBLE
TO MINIMUM EXTERIOR LANDINIG, AND 50% OF THE
ENTRANCES SHALL BE ACCESSIIBLE.
5, HANDICAPPED SPACES AND ACCESSIBLE RROUTES MAY NOT HAVE CROSS SLOPES
OF MORE THAN 1:50.
6. HANDICAPPED ACCESS SHALL MEET ANSII 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 P09STED PER FREDERICK COUNTY FIRE
MARSHALL REQUIREMENTS.
10. FIRELANE MARKING SHALL BE PROVIDED ATE ALL FIRE 'HYDRANT AND THE F.D.C.
THE STRIPING CURB PAINTING AND SIGNAGIE SHALL MEET THE REQUIREMENTS OF
THE FIRE MARSHALL
11. BUILDINGS SHALL COMPLY WITHI THE VIRGINIA UNIFORM STATEWIDE
BUILDING CODE AND USE GROUP A AND USE GROUP M OF THE
INTERNATIONAL BUILDING CODES/2003. OTHER CODE THAT APPLIES IS
ICC/ANSI A 177.1-03 USABLE AND ACCESS BUILDINGS AND
FACILITIES. (CAN UTILIZE THE 2000 EDITION OF THE WSBC UP TO
NOV 16, 2006 FOR PLAN DESIGN) ACCESSIBLE SIDEWALK SHALL NOT
12. EXCEED 1" IN 20" SLOPE UNLESS IT IS DESIGNED AND PERMITTED
AS A RAMP. A FIRE BARRIER SHALL BE INSTALLED OR A FIRE
SUPPRESSION SYSTEM. BUILDING CODE LIMITS THE RESTAURANT TO
A MAXIMUM OF 5000 SQ. FT. VWITHOUT FIRE SUPPRESSION SYSTEM.
THAT WOULD PROHIBIT THE MIX: USE OPTION FOR THE ENTIRE
BUILDING DUE TO THE SQUARE FOOTAGE WITHOUT FIRE
SUPPRESSION OR BARRIER-
13, NOTE SPECIAL INSPECTION REQtUIREMENTS OF CHAPTER 17 OF IBC
SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE,
STEEL ETC.) STRUCTURAL PLANTS SUBMITTED FOR PERMIT
APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN
PROFESSIONAL.
14. RESTAURANT KITCHEN WASTE S;HALL RUN THROUGH A GREASE
SEPARATOR IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING
CODE. NOTE THE LOCATION ON THE PLAN IF INSTALLED ON THE
EXTERIOR OF THE STRUCTURE.
15. TRACTOR TRAILER DELIVERIES TO BE LIMITED TO NON -BUSINESS HOURS TO ENSURE
ADEQUATE ROOM FOR DELIVERY
TRIP GENERATION
ITE, 6mi EDITION ESTIIMATES
THIS SITE AT FULL DEVELOPMENT
WOULD GENERATE 905 T.P.D.
USE CODE. 820 -I- 8334
+� WHEEL STOPS TO IREMIAN UNTIL PAVING ON
ADJACENT SITE IS COMPLETE
FIRE LANES REKXU1111EMENTS-
Fire Lane markings and signage is requiired at all fire hydrants, fire department
connections, curbing not delineated as pwridng, and all normal and emergency
access points to the structure. The corntroctor shall coordinate with the Fire
Marshall to ensure these requirements are satisfied.
LEGEND
PROPOSED CURB & GUTTER
PROPOSED CURB & RDARSE 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
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EXISTING STORM DRAINAGE & STRUCTURE
PROPOSED STORM DRAINAGE & STRUCTURE
PROPOSED WATER MAIN
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EXISTING WATER MAIN •
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PROPOSED ARE HYDRANT`
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PROPOSED GATE VALVE & BOX
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EXISTING SAN. SEINER AND MANHOLE
--
PROPOSED UNDERGROUND ELECTRIC SERVICE
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PROPOSED UNDERGROUND TELEPHONE SERVICE
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PROPOSED GAS SERVICE
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TM 86-5-G
SHIFLETT, JOHN B. & CLARA E.
D.B. 482 PG. 793
ZONED: RP
USE: RESIDENTIAL
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EXISTING STORM DRAINAGE & STRUCTURE
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PROPOSED STORM DRAINAGE & STRUCTURE
13
PROPOSED CUi GUTTER - - - - - - - - --
DRAINAGE FLOW .................
DaSTING. -GRADE ................
PROPOSED (MADE ..............
PROPOSED EASEMENT AREA......... .
PROPOSED SILT -FENCE .............
SF
SF —
INLET PROTECTION ............
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LIMITS OF DIS11MCE ............
LOD
DRAINAGE. 911 .. • .......... .
751.75
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752.85
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STONE CONSTRUCTION ENTRANCE
70' MIN. EXISTING
A 3• PAVEMENT
5:1
FILTER CLOTH 6' MIN. A 0U IQ (OPAL)
BERM
7 SIDE ELEVATION
EXISTING GROUND
70' MIN.
B VASFIRACIC 10, MIN.
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SECTION A -A
SECTION B--B
3' MIN.
3' MIN,
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SOURCE: ADAPTED from ,1983 Maryland Standards for Son erosion and Sediment Control, and Va. DSWC
BLOCK AND GRAVEL DROP INLET
SEDIMENT FIL TER
WIRE SCREEN CONCRETE•
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SPECMC APPLICATION
THIS METHOD OF INLET PROTECTION
HEAVY FLOWS EXPECTED AND WHERE AN OVERFLOW
CAPACITYi PREVENT EXCESSIVE • 1 ! t
AROUND THE
GRAVEL SHALL BE I• OR #5 COARSE AGGREGATE.
SOURCE: VA. DSWC
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
FLOW I III F
4'
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
FLOW /
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EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
—WIRE
Plate 3.02-1 SOURCE: AdaDLed from Installation of Straw and Fabric VAter Barriers for Sediment Control, PINE- 3.0
Stlamw k V< ad
BLOCK & GRAVEL CURB INLET
SEDIMENT FIL TER
— CURB INLET
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WOOD) STUD INLET
APPLICATIONSPECIAL
THIS METHOD OF ! ]PROTECTION
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
1 PREVENT EXCESSIVE PON[DING IN'• OF THE
- GRAVEL SHALL BE ►• OR #5 COARSE
PLATE. 3.07-3 SOURCE: VA. DSWC
PLATE 3,07-8
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<71
Patton Harris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
P R+A
117 East Piccadilly Street
IWinchester, Virginia 22601
T 540.667.2139
F 540.665.0493 Memorandum
493
To:
Candice Perkins
Organization/Company:
Frederick County Planning
From:
ion Welling, E.I.T.
Date:
April 20, 2006
Project Name/Subject:
Sempeles Commercial
PHR+A Project file Number:
cc:
George Sempeles
Dave Hollidav
We have revised the curb around the back of the building. The face of curb has been extended to 3' from the
building (except in the area of the 2 loading spaces). Curb and gutter has been deleted in the 2 loading space
area as well.
Attached is 1 copy of the revised sheets.
Please call if you have any questions.
AFR 2 a� 8
r
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.
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss
Utility" 1-800-552-7001.
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 beqinning the work. The Engineer will approve all cut sheets.
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.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's 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. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
6. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The developer/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 developer's/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 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 ih" 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.
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 backflow prevention assembly (detector 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 Engineer shall review the mechanical drawings containing the domestic and fire service meters and
backflow prevention devices, and approve the designs and materials.
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
Vl. 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 & Health (VOSH) Rules and
Regulations.
V3. When working within VDOT right-of-way, all traffic control, wheother permanent or temporary,
shall be in accordance with the current edition of VDOT's Work Area Protection Manual.
Furthermore, all traffic control flaggers 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.
Vl1. 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, coves, etc.) encountered during the course of construction shall be
immediately brought to the attention of the engineer and VOOT. 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 fill. 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.
Site Plan
SEM
P� 9L
L-1
11 S Commb�RC_I_A_._[�
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C"PNTRE"�J1
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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.
VI 6. 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 list 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 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. Approval of these plans shall expire three (3) years from the date of the approval
letter.
V23. VDOT Standard CC-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.
TMP
86-A-1021
Zoned. B-2
Proposed Use." Commercial
Vicinity
Map
Scale 1 "=
2000'
OCTOBER
27 2005
REVISED:
JANUARY 18, 2006
Owner: David B. Hollidayy
P.O. Box 2715
Winchester, Virginia 22604
(540) 667-2120
Developer: George Sempeles
331 Woodbine Road
Clearbrook, VA 22624
(540) 662-5802
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. Terry Persons
Adelphia Cable
1039 N. Frederick Pike
Winchester, Virginia 22601
(540) 667-0364 P.O.C. Brett Lyles
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.
,S.ITEET INDEX
1
COVER SHEET
2
SITE PLAN
3
GRADING do ERMION CONTROL PLAN
4
LANDSCAPING AND LIGHTING PLAN
5
UTILITY PROFILES & DETAILS
6
STORM PROALIES AND DETAILS
7
DETAILS
EROS� _',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 sedirrnent 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 grrant 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 width the approved plan (i.e., road surface, stormwater conveyance system,
curb and gutter, sidewalks, channel linings, vegetaitive cover, stc.)
b) Submittal of certified as -built of thr subdivisioun 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
as -built which states that the subdivision has beeen 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 tco 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 aretas 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 becd 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.
} 'n0
Patton
H arris
Rust &
Associates,Pc
Engineers.
Surveyors.
Planners.
Landscape
Architects.
Approved bey Frederick County Zoning Administrator
PHRA
117 East Piccadilly Street,
Suite 200
Winchester, VA 22601
T 540.667.2139
F 540.665.0493
Site Plan Approval Valid for 5 Years From Date Shown Hence
Date
Project Number:
Sheet Number 1 of 7
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SHIFLETT, JOHN B. & CLARA E. cn
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Culvert.
Summary
Culvert
Inv. in
Inv. Out
L(ft)
D(in.)
S(%)
Type
1
1 745.48
744.82
34
15
1.94
CPP
2
746.12
745.68
87
15
0.51
CPP
3
746.56
746.32
27
15
0.89
CPP
4
747.79
746.76
203
15
0.51
CPP
5
745.84
744.82
8
15
12.75
CPP
6
747.53
746.04
51
15
2.94
CPP
7
749.00
747.73
141
15
0.90
CPP
11
744.62 1
744.49 1-14
15
0.96
CPP
NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT.
,GRAPH/CSCALE
20 10 0 20 40
( IN FEET
I inch = 20 ft.
Storm
Inlet
Summary
STIR top to
Cul out
Str. No.
I Inv. in
Inv. Out
Top Elv.
Type
Throat
INV (ft.)
11
744.82
744.62
750.50
M H
-
5.88
1
745.68
745.48
751.51
DI-1
6
6.03
2
746.32
746.12
751.36
DI-1
6
5.24
3
746.76
746.56
751.66
DI-1
6
5.10
4
-
747.79
752.68
DI-2C
8
4.89
5 1
746.04
745.84
751.00
DI-1
6
5.16
6
747.73
747.53
751.75
DI-2B
6
4.22
7
-
748.00
752.88
DI-1
6
4.88
�.. = -- • . 6" CONCRETE
- - - - - - - _ _ 4" STONE BASE
PROPOSED SIDNINAM SECTION
N.T.S.
n„ Clli 1l CA
1B
,OMPACTED SUBGRADE
STANDARD PAVEMENT SECTION
Not to Scale
i C" C`111n GA
1B
:OMPACTED SUBGRADE
HEAVY PAVEMENT SECTION
Not to Scale
O
OSTOP -1
O
O
30„
LEGEND, BORDER - WHITE (REFL.)
BACKGROUND - RED (REFL.)
STOP SIGN - QUAIL
NOT TO SCALE
STANDARD STOP BAR
24" WIDE STRIPE (THERMOPLASTIC TYPE B, CLASS I)
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER
PART OF 86-((A))-102A
EXISTING PARCEL AREA
0.96 ACRES
DEVELOPED PARCEL AREA
0.96 ACRES
ZONING
B2
ADDRESS
WARRIOR DRIVE
CURRENT USE
VACANT
PROPOSED USE
RETAIL/RESTURANT
DISTURBED AREA
0.96 ACRES
SETBACKS REQUIRED
PROVIDED
FRONT (WARRIOR DRIVE) 35'
51'+
SIDE 0
59'+
REAR 50'
50'+
PARKING 5'
5'+
BUILDING HEIGHT 35' (MAX.)
24'(+/-)
RESTURANT GROUND FLOOR AREA
1,500 SO. FT.
RETAIL GROUND FLOOR AREA
3,720 SQ. FT.
NUMBER OF STORIES
1 (24' t)
FAR ALLOWED
1
FAR PROVIDED
0.12
MINIMUM LANDSCAPED AREA
0.14 AC. (15%)
LANDSCAPED AREA PROVIDED
0.31 AC. (32%)
PARKING REQUIRED
PROVIDED
RETAIL SPACES (1/200) 19
19
RESTAURANT SPACES (1/100) 15
15
HANDICAP SPACES 2
2
LOADING SPACES 1
2
TOTAL SPACES PROVIDED
38
PARKING LANDSCAPING
PAVEMENT AREA 18,695 SO. FT.
PAVEMENT TREES REQUIRED 9.3 @ 1/2000 SO. FT.
PAVEMENT TREES PROVIDED 10
INTERIOR TREES REQUIRED 3.8 (@1/10 SP.)
INTERIOR TREES PROVIDED 4
TOTAL TREES REQUIRED 14
TOTAL TREES PROVIDED 14
NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE FREDERICK COUNITY ZONING ORDINANCE.
2. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP, LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F.
3. ALL UGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE.
4. ALL REQUIRED EGRESS SHALL E3E HANCTCAP ACCESSIBLE
TO MINIMUM EXTERIOR LANDINIG, AND 50% OF THE
ENTRANCES SHALL BE ACCESSIIBLE.
5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
OF MORE THAN 1:50.
6. HANDICAPPED ACCESS SHALL MEET ANSII 117.1 SECTION 4.1
7. NO STEEP SLOPE, WETLANDS, WOODLAND) OR OTHER ENVIRONMENTAL
FEATURES EXIST.
8• ALL UTILITIES TO BE PLACED UNDERGROUIND
9. ALL FIRE LANES TO BE MARKED AND POSTED PER IREDERICK COUNTY FIRE
MARSHALL REQUIREMENTS.
10. 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 FIRE MARSHALL
11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE
BUILDING CODE AND USE GROUW A AND USE GROUP M OF THE
INTERNATIONAL BUILDING CODE//2003. OTHER CODE THAT APPLIES IS
ICC/ANSI A 177.1-03 USABLE ,AND ACCESS BUILDINGS AND
FACILITIES. (CAN UTILIZE THE 2000 EDITION OF THE VUSBC UP TO
NOV 16, 2006 FOR PLAN DESIGN) ACCESSIBLE SIDEWALK SHALL NOT
12. EXCEED 1" IN 20" SLOPE UNLESS IT IS DESIGNED AND PERMITTED
AS A RAMP. A FIRE BARRIER SHALL BE INSTALLED OR A FIRE
SUPPRESSION SYSTEM. BUILDING; CODE LIMITS THE RESTAURANT TO
A MAXIMUM OF 5000 SQ. FT. WITHOUT FIRE SUPPRESSION SYSTEM.
THAT WOULD PROHIBIT THE MIX USE OPTION FOR THE ENTIRE
BUILDING DUE TO THE SQUARE FOOTAGE WITHOUT FIRE
SUPPRESSION OR BARRIER.
13. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC
SHALL APPLY TO THIS TYPE OF- STRUCTURE. SOILS CONCRETE
STEEL ETC.) STRUCTURAL PLAWS SUBMITTED FOR PERMIT
APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN
PROFESSIONAL.
14. RESTAURANT KITCHEN WASTE SI,HALL RUN THROUGH A GREASE
SEPARATOR IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING
CODE. NOTE THE LOCATION ON THE PLAN IF INSTALLED ON THE
EXTERIOR OF THE STRUCTURE.
TNON-BUSINESS TO BE LIMITELD 0 HOURS TO ENSURE
15. TRACTOR TRAILER DELIVERIES
ADEQUATE ROOM FOR DELIVERY
TRIP GENERATIONQ
ITE, 67HEDIT ION ESTIIMATES
THIS SITE AT FULL DEVELOPMENT
WOULD GENERATE 905 T.P.D.
USE CODE- 820 + 8314
* WHEEL STOPS TO IREMIAN UNTIL PAVING ON
ADJACENT SITE IS COMPLETE
FIRE LANES RE40UIREMENTS-
Fire Lane markings and signage is requirred at all fire hydrants, fire department
connections, curbing not delineated as pmrking, and all normal and emergency
access points to the structure. The contractor shall coordinate with the Fire
Marshall to ensure these requirements are satisfied.
LEGEND
PROPOSED CURB & GUTTER -
PROPOSED CURB & REVERSE 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 • Z19
UTILITY PEDESTALS • E]
EXISTING STORM DRAINAGE & STRUCTURE
PROPOSED STORM DRAINAGE & STRUCTURE 13
PROPOSED WATER MAIN 1 W r-----
EXISTING WATER MAIN • -�'
PROPOSED nRE HYDRANT
PROPOSED GATE VALVE & BOX ' W+ --
EXISTING SAN. SEWER AND MANHOLE --� 5.!-
PROPOSED UNDERGROUND ELECTRIC SERVICE E
PROPOSED UNDERGROUND TELEPHONE SERVICE T
PROPOSED GAS SERVICE - G
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SHIFLETT, JOHN B. & CLARA E.
D.B. 482 PG. 793
ZONED: RP
USE: RESIDENTIAL
I-- STOP SIGN Mttinv� t~tt�ulrctMtly I� SEE SITE f�LANtK TRAIL
SEE NOTE 2 OWNER
#69-04 _
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n
EXISTING STORM DRAINAGE dr STRUCTURE
PROPOSED STORM DRANAGE & STRUCTURE
PROPOSED CURB- &c GUTTER .
DRAINAGE FLOW .................
DUSTING GRADE ................
PROPOSED GRADE ..............
�a
PROPOSED EASEMENT AREA ..........
PROPOSED SILT -FENCE ` • . . . . .
SF
SF —
INLET PROTECTION
IP
Ip I//j
OMITS OF DISTURBANCE
ORANAGE-DI ---------------
PLANE
VIRGIN�A SiATE
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STONE CONSTRUCTION ENTRANCE
70' MIN. EXISTING
PAVEMENT
5:1
FILTER CLOTH lll 6" MIN. A ��<OPTIONAL)E BERM
:XISTING GROUND
SIDE ELEVATION
70• MIN.
10' MIN.
s1, 0' MIN,
12' IN,
*RE
�
EXISTING
PAVEMENT
VDDT #1
DRAINAGE
10' MIN.
COURSE AGGREGATE
NT
TRAPPING ➢EVICE
" MUST EXTEND FULL WIDTH
INGRESS AND EGRESS
PLAN VIEW
OOF PERATION
SECTION A —A
SECTION B—B
SOURCE: ADAPTED from 1983 Ma*nd Standards for Soil erosion and Sediment Control, and Va. DSWC
BLOCK•O. INLET
SCREENSEDIMENT FIL TER
WIRE • ✓BLOCK
........... .
GRAVEL FILTER
WIRE SCREEN
FILTERED WATER
OVERFLOW ML
WATER
RUNOFF
WITH
SEDIMENT
•�!i�r
�`I,sA LI rrv■�► ���
DROP INLET
WITH CATE
SEDIME
SPECIFIC APPLICATION
Iltllf�7l�►rt—nnrr=ll
�_ s _� ■
�� ■
� I
THIS METHOD OF INLET PROTECTION
HEAVY•" EXPECTED AND WHERE AN OVERFLOW
CAPACITY1 PREVENT EXCESSIVE PONDING
AROUND THE
GRAVEL SHALL BE I• OR #5 COARSE
SOURCE: VA. DSWC
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
3. ATTACH THE FILTER FABRIC TO THE WIIIRE
FENCE AND EXTEND IT INTO THE TRENCH.
F.coW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
-=1
EXTENSION OF- FABRIC AND WIRE INTO THE TRENCH.
Plate 3.01-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIAM 3.05
5'r,w k'JTfan
BLOCK & GRAVEL CURB INLET
SEDIMENT FIL TER
CURB INLET
CD
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CONCRETEWIRE SCREEN
GRAVEL FILTER
RUNOFF OVERFLOW FILTERED WATER
WATER WITH
SEDIMENT
fir
SEDIMENT I III _ _ II��
WIRE SCREEN
2"" X 4' WOOD STUD CURB INLET
SPECIAL APPLICATION
THIS METHOD OFF INLET PROTECTION IS APPLICABLE AT
CURB INLETS WHERIE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
s GRAVEL SHALL BF& VDOT #3, #357 OR #5 COARSE AGGREGATE
PLATE. 3.07-3 SOURCE: VA. DSWC
PLATE 3.07-8
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POST SET DETAIL
I SCREEN FENCE DETAIL I
N /F
TM 86-5-G
SHIFLETT, JOHN B. & CLARA E.
D.B. 482 PG. 793
ZONED: RP
USE: RESIDENTIAL
_ -7
— PROPOSED LANDSCAPE BUFFER SCREEN
,r'2111Ilu
LANDSCAPE SCREEN PLANTING SCHEDULE
WEASTERN RED CEDAR OR LENGTH OF SCREEN 330 FT
LEYZAND CYRESS TREES REQUIRED, 3/10 FT= 99
1/3 DECIDUOUS = 33
RED MAPLE OR 2/3 EVERGREEN = 66
LITTLE LEAF L/NOEN
(2, 0 CALIPER) PROVIDE.
LEYlANO CYPRESS - MIN 4' HIGH
U EASTERN RED CEDER - MIN 4' HIGH
17 RED MAPLE 2.0" CALIPER
16 LITTLE LEAF LINDEN 2.0' CALIPER
LANDSCAPE SCREEN REQUIRED
u
CATEGORY "B" ZONING BUFFER WITH LANDSCAPE SCREENING
40' I
10' 10' 10' 10'
2', 3' , 3' 1 2' 3' 12', 2' 1 3' 2' I 3' I 3' 12' 3' , 2, 2' 1 3'
As
o................. ,0
6' OPAQUE FENCE REQU/RED AS SHOWN ON PLAN
POLE MOUNTED LIGHTS
SHALL BE SHIELDED TO
PREVENT SPILLAGE OFFSITE
__R1W__VVr
AR1ES,-
25
r,
.GRAPH/CSCALE
20 10 0 20 40
( /N FEET
1 inch = 20 ft.
PLANTING SCHEDULE
BOTANICAL
COMMON NAME
SIZE
SPACING
QUANTITY
i�
QUERCUS PALUSTRIS
PIN OAK
2" CAL. ® 6" HIGH
AS SHOWN
7
GLEINTSIA TRIACANTHOSINERMIS
THORNLESS HONEY LOCUST
2' CAL @ 6' HIGH
AS SHOWN
7
LMMD CYPRESS
4' HIGH AT TIME OF PLANTING
3' ON CENTER
9
ILEX CRENATA 'HETZII'
HETZ HOLLY
3 GAL CONTAINERS - 3' HIGH
3' ON CENTER
78
SEEDING REQUIREMENTS
A4L DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM
6' OF TOPSOIL AND BE SEEDED AS FOLLOWS:
2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT.
1 LB. ANNUAL RYE PER 1,000 SQ. FT.
70-120 LBS. MULCH PER 1,000 SQ. FT.
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 SQ. 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.
PANE�-�
VIRGIN�A STATE
19
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Prune codominant leaders
Prune rubbing or
cross branches
DO NOT stake or wrap
trunk unless necessary
Remove all tags and labels
Cut away all balling ropes
Remove top of wire basket
DO NOT prune terminal
leader or branch tips
Prune narrow crotch angles
and water spouts
Prune broken branches
Prune suckers
2"-3" mulch kept away from trunk
Soil well to contain water
UNAMENDED backfill soil
Partial) backfill water to
y
Widen and score hole wall
- ':
settle soil, finish backfilling
Q.
Area for water drainage
Remove container and cut circling
Leave solid soil pedestal - do
roots if container -grown, or as much
not dig deeper than ball depth
burlap as possible if field grown
Dig hole 2-3 times root ball width
TREE PLANTER DETAIL
no scale
SHOW BOX, DOWNC0 LIGHT FIXTURES REQUIRED.
14 STEEL REINFORCEMENT BARS
ALL FIXTURES TO BE SHIELDED 13 STEEL REINFORCEMENT
TO PREVENT LIGHT SPILLAGE TIES 0 1'-6° O.C.
OFF SITE
LIGHT POLE TO BE GALVANIZED STEEL
PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT
POLE HEIGHT = 20 FT.
HAND RUB FINISH ON
SURFACE OF CONCRETE
AND FILL IN VOIDS.
SMOOTH FINISH ON ALL
EXPOSED CONCRETE
SURFACES.
FACE OF
CURB E
8' GALVANIZED GROUT
ROD. BOND TO POU
#3 STEEL REINFORCE
TIES ® 1'-6" O.C.
#4 STEEL REINFORCE
BARS
LIGHT POLE
1GHT POLE BASE
KITH COVER PLATE
4ONSHRINK LOAD
3EARING GROUT
WCHOR BOLTS FURNISHED
VITH LIGHT POLE. BOLT SIZE
'ROJECTION AND BOLT
;IRCLE PER MANUFACTURER'S
IECOMMENDATION.
1'-8' 0 CONCRETE BASE
'N.C. CONDUIT AT 2'-6'
IELOW GRADE TO PANEL
OTE:
LL UNDERGROUND WIRING
D BE IN NON-METAWC CONDUIT
NOT TO SCALE
LIGHT POLE FOUNDATION DETAIL
+ LITHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20'
J-o LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20'
ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED
SO THAT DIRECT OR REFRACTED LIGHT FROM THE
FIXI'URE IS NOT VISABLE FROM OFF -SITE.
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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.
SMALL
SIDE
JOINT
RESTRAINED LENGTH OF PIPE (Ft)
LARGE SIDE JOINT
PVC
DIP
6.781
10"
12"
6°
8"
10"
12'
6"
--
40
60
60
--
20
40
40
8"
--
--
40
60
--
--
20
40
10'
--
--
--
40
--
--
--
20
REDUCER
IMF- ISO- A
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
E:P60
10-
12-
6"
810-
12"
80
100
40
40
60
60
VALVE, DEAD END (PLUG, FIRE HYDRANT)
RESTRAINED JOINTS 1 OF 3
-2-
r dia. schedule 40 steel
pipe filled with concrete
and painted yellow
finished
grade
18' dia.
concrete
encaaemerrt ,
BOLLARD DETAIL
screw type
adjustable
valve box r--locator marker
FIRE HYDRANT ASSEMBLY
-10-
concrete pad.
1' 6' dia. x 6- deep
finished
grade
4'stone—�� I
screw type
adjustable valve box
48' mlh.
location marker
% � valve restakrad
.— restaints. o main
+18'to 24'�
8hr 8'x 16- solid block
(for valves 12' and larger)
Note: this detail Is also used for butterfly valves
GATE VALVE
-9-
SEP 05
mechanical joint
ewivel too with
6' branch
SEP 05
SEP 05
Lr
1 In addition to restraining each joint of the tee, (1) any joint
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 tee's requirements for Lb.
A Wye shall be restrained per a tee's Lr and a 45° band'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 8
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 X10
20
20
20
20
12 X 8
20
20
20
20
12 X 6
20
20
20
20
TEE, CROSS, WYE
I L --�
In addition to restraining each side of the bend, any joint that tails within
the recommended length on each side of the bend shall be restrained.
TYPE
RESTRAINED LENGTH OF PIPE (Ft)
RESTRAINED LENGTH OF PIPE (Ft)
FITTING
PVC
DIP
DEGREE
6'
8"
10"
12"
6'
8"
10`
12"
90
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
1 20
1 20
1 20
20
1 20
20
20
HORIZONTAL BEND
RESTRAINED JOINTS 2 OF 3
-3- SEP 05
SDR 35 spigot SDR 35 spigot by
by gasketed SDR 21 gasketed
bell 45' bondbell adapter
finished
DOWN BEND
DEPTH 4 MIN.
` L cl
DOWN BEND
RESTRAINED LENGTH
UP BEND
DEPTH
Vertical offsets contain down and up bends.
On down bends, one joint faces horizontal and the
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
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. MIN.
5-12 FT
4 FT. M/N.
5-12 FT.
SIZEf1YPE
DEGREE OF BENDS
Ld (DOWN)
Lu (UP)
SIZE/7YPE
DEGREE OF BENDS
Ld (DOWN)
Lu (UP)
6- PVC/'DIP
45, 22.5 Ct 11.25
20
20
10' PVC
22.5 b. 11.25
20
20
8' PVC
45
40
20
10' DIP
45, 22.5 G 11.25
20
20
8" PVC
22.5 Q 11.25
20
20
12" PVC/DIP
45
40
20
8' DIP
45, 22.5 & 11.25
20
20
12' PVC
22.5 & 11.25
20
20
10" PW
45
40
20
12' DIP
22.5 & 11.25
20
20
VERTICAL OFFSET
RESTRAINED JOINTS
-4-
30F3
J]—L4
3 minimum/ finished
SDR 21 gasketad J grade
SGH
SDR 35 Er x 4' pipe and fittings
gasketed bell vrye solvent concrete skid pad
rP��Iug
'�18' dla x 8' deeweld cap t o, .r p
4' slerhea~�Property Model PA4SV-(SIC (41
line QQQ Valvco, Inc. dsaraut�ys� Fig. No. 71 BOcap with brass
grade 18' wtth Ik1 marked ead�ing a countersunk square
'SEWER'
SDR 21 - cieanout pipe
bottom section
—
6—
of box
--+�
location marker 36 min brick base
cover -'.rsti._' '�.►ja
stone '
ain SDR 21 wye h
45° 'S SDR 21 bend
45* a
45' SDR 21 ,►.�-t,.h7l• '
treated 27t 4' with ^ -�' ,`•�`� - �-ti �r� - •.V -..�_ '��:.
top S' painted green ;� a`° �.: ^',,;:: :>.._.... .'.•.
........ ... 4' pips at 2.00°F.
minimum grade 8' stone bedding
SEWER LATERAL
FOR MAIN WITH COVER 15 FT OR LESS
-17-
SEP 05
VBHH77-15BHG11-77
2' Custom setter
(meter by FCSA)
cast In place access standard flat top
door, centered In
for N diameter
top (see note 1)
manhole
varies
at property fine
r max
finished
(see note 2)
grade
y'
skid paFr
roadway be
2- CTS potrftytene
2T'
3' riser section for 4'
diameter manhole
tubing (PET) 200 psi
with cutouts
w/ SS inserts at all
45*connections
.11tij
—
3' min.
saddle with
2' min.
corporation stop
solid support
blocks
water main
6' stone bedding under custom setter
12 gauge Insulated copper
ball valve curb stop with PJ
wire for line tracing, taped C14-44 w/ SS inserts
(CTS) both ends [B44-777
at 10 foot intervals and MIP plastic plug
w/ SS inserts]; with 2' gate
valve operating nut
NOTES:
1. Access door shall be by Halliday Products
or our approved equal:
a) in ran -traffic area - model no. S1 R3030
b) In traffic area - model no. H1 R2424
8-
2. Water service crossing street:
a) Encased in 6' diameter SCH 40 PVC or SDR 21 pipe.
The piping shall run from one foot beyond sidewalk,
across street, to one foot beyond sidewalk.
CUTOUT DETAIL
b) Install 12 gauge Insulated copper wire (for line tracing)
from corp. stop to Into the meter box ( wrap wire around
(typical)
oorp. stop; wire to be taped to top of PET at 10 foot
intervals; come up into meter box and terminate level
with angle baN valve].
1 1/20 and 2" METER INSTALLATION
-8-
SEP 05
s�
SEWER CLEANOUT
-19-
STANDARD
SEP 05
SEP 05
r
24' select
bacldtll
6' All backfill to be compacted to
95% of ASTM D698 maximum
density.
8'
24' select
baddNl
8'
CONCRETE ENCASEMENT
TRENCH & BEDDING
-1-
SEP 05
755
750I
i
EX. 31'
@ 2.00 %
6" SDR 35
745
L{�
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EX. GRADE
�-- PROP. GRADE
FF = 754.41
6'
-- @
2.00 %
6"
SDR 35
`
40'
@
2.00 %
6"
SDR 35
UIT
z
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PROPOSED PRIVATE SANITARY
SEWER LATERAL LOT 7
1.5'
MIN
CLEAR
------
--
MIN
LEA
CN
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COND
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750
745
FIR GRADE
`- EX. GRADE
PROP. 8" SDR21
L.
30
SK LOT 7
f--
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WATER LINE PROFILE
1
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I WA-TE
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GRAPHIC SCAIW
40' 20' O' 40' 80'
1 INCH = 40 ft. HOR1Z.
1 /NCH = 4 ft. 1/ERT.
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OI-2A,26,2G E OSTNC OR PROPOSED
SCE1 MA, SEE NOTE 15 8'-ff',
EJIPANSAON JOINT BAICK OF STEIkA�LAt E;PAN VN 1064T . M LONG
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SEE NOTE 5 �,
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TO COLLAR.
FRONT ELEVATION SOWN P&ET IS USED SECT.DN E-E
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GALVANIZED PLATE FOR TYPE A TO BE SENT Olt AN ANGLE
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!Std'FT 141' 2 r SPE�°IL"AT10N
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12" - 24" PIPE: MAXIMUM DEPTH (H) 9' _ . 233 _
yC+1..O5 VIRCO" $FPATIMENT OF TRANSPORTATION 2
TABLE OF QUANTITIES
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6"
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4'
195
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36L1
L DEPTI'1 OF INLET SPIT TO eE SMOWN CAN MANS.
e. 3" D1AYEt" WEEP oLt to It LOCAlEDT TO
17,
LCWM THI OF APO.[ )ROM AS SHCIWN ON $tIC1'_T
I
ORAm SLWAS£ IAATERIA,_ WEEP HOLE WITrt
OF 2 15 TO BE L + i6' AT 4.10 'LaS..eF'T_.
2. THE "M' DtWhrSEIN SHOWN ON THE STANDARDS
12'X12" PLA S71C PA40WMW C1.014 Ij." ME.51
AND SPtdV+LO ON YHL t'LAN5 WILL BE
0ii GALVA+N,TED STIEEI. WIRE. YMYtjM WME
( FSOTF'S LFMLGTH OF ONE (ti BAR.
mEASIAW0 FROM THE *VERY OF THE OUTFALL
THE top
OLAAAETER D.03" NiMBER 4 MESH HARDYAARE
FO THE
PPE to of THE 51mxtupt,
PLAN -it, DiMENSI€INS ARE AtPPR"MAATE ONLY
CLOTii ANC1Y't+kD f0jkY GIJTSIDE
OF THE STRaCTURE.
19,
ALtL RENFCrR."G BARS To BE*5,
FOR ESTMIAITA C PURPOSES J>ZVD YHE ACTUAL
20.
GRATE TO 9E WALL£D SO SLOTS WALL 3WECT
41MENSiC)NS '411A.L BE OfTC11WIED OV Tht^
9ALTL REI.WORCtl. SrEEI, SHAL1, HAVE A
TIA'sER TOWARD THE #LET THROAT.
CONTRACTOR FAOM FIELD C0t)ITIONS.
OANrA i COVER GF 2"_
ZL
uCWi�
YN ► EIGHJhWA T_ Pff CIA, +2' 61' WWN PIK$ AW
3, WWN SPECIFIED ON T)tE PLANS THE WYER's IS
$0ALL REWFORCING STEEL TO, BE CUT CLEAR Or
LOCATED Ulax4 EXTENDED SLOT OF WLET.
TO BE SHAPED IN ACCORDANCE WTH STANCIA11N7
ALL WEh 905 BY 2'.
t&, t THE COST OF FtA;0,#SHkC AN[t RLACIAC ALL
MATERIALS INCIDENTAL TO THE SHAPING IS iD BE
It CAST -IN PLACE CDNCqETE IS TO BE. LLASS AT
9ACLLM IN 'tit 010 PRICE FOR 4 1C STPUCjVW,
1.3OW FSW PKCAST ""INCRCTC 13 TO BE
2'-6-
4000 PSI.
t_ +N THE EVENT THE INVERT OF THE OUTFALL
TTIC BUT OF THE
PPE IS HFCaAER INVERT
$TRtI+CT}JRE. TrfE INhtFR7 OF Tt-E STR:tCTURE
SMALL BE SHAPED WITH CEMENT NCRrAR 10
12, L[iA(,TH CU SLOT It ! WILL, EI E' EN+ E. 9E
SHOWN ON FtA1Atw
+� F
PPLV041 51A11I119I0 GSA PONDWG tiF WATER
W THE STRAXTURE- THE COST OF FtftktSHM
13, THS STi JIFt11 t$ %IEWEI) FisR 'USE tiN tY�R
AW PUTTER SITIAA713k5 Ohd Y.
r tY{.
Itlt-
AIM
PLACNG ALL MATEROL.S N{IC±"?!AIL TO
-�
THE SHApINNIC, 15 10 BE I CLVJED IN TINE 00
14, Sy**AARD ttt.ETS AWAY OE CCN%TRd7CTE0 WITH
PRIM FOR THilc STRUCTLW.
CKINCRFTF. BLOCOM P4 ACCORDANCE WITH
wTIE.
DETAILS SHDRN CNA STAWAR.7 DRAWrr3 DO -MO.
t
5- SIEIRS ART} 10 BE PROIADiCO WHEN H 13 4',0"
OR GREATER, FOR DETAILS WI STANDAIRO ST-L
15. THIS AREA MAY BE EARTHEi4, IN WHCH CASE
THE EXPANSION JONI S WILL APPLY ONLY TO
6. THIS 910_14 MAT Vt WRCCW-%T OR CASTlN•P'LAcf.
CLINB Aw c4*1111t
45' GRATE ^_4+
7.
B 4 X 8" SMOOTH DOWELS AT AWPROI(VATELY
15. CONCRETE cuANnTES SKIWk ARE Foot DEPTH
12' C-C TO BE PLACED $1 ALL AREAS AAD.IAdxNT
tic) OF 5*, 2- v4TH(3U7 PPFg THE Ahl"T
" * 7 t4. t W0% Kv
TO A WTTVC CONCRETE TO PREVEENT
DISPLACED BY PIPES MUST BE DEDUCTED TO
SETTLEMENT.
WrAIN TRU 12UN4TITIES, rO" NT.LIS i1I'
DIFFEREWT DEPTHS ADD 4R SUBTRACT 0.78
CYIBIC Y.mms CJF CONOREtE FOR EACH ECIQT.
SECTION F-F-
SPECM'NCZE ti
STANDARD CURB DROP INLET Sheet2 al
REFt�ENuE
1 "- 24" PIPE: MAXIMUM (DEPTH
(H)-gI
233
302
VtRGI+t,X OEPARTLENT OF TRAORFA.TIGW
N34.04
PLAN
tCVnta Rerrart )
2'
SECTION Ail -.A
CONCRETE OUANMIES FOR Mlty, DEPTH
17' etrtrtta 1,qe - 1.44-0 Cu. Yds. Contr#!*
*4 tv+titte "' t - t.it'Ys CU YdI Co•cr414
t6' tQ'wttt V�qe - k620 Ci+. Vdt G(s tvelA
34' eaAcrttt pipt LEI? Cu. YS3.Concrete
Aft 0!69 Cu,'Vn.per
<?t'di5i0ndAppt C-t �plM,
HALF PLAN VIEW
ACE SrANQARAD %.TF4)R APPL'.C.ABLTTY CF SAFETY S.AB'S.
STANDARD MFIA -- NOTE:
FRAIME !+ 0sAFR 7 TOP OF MASONRY IS TO BE L(Ty
FWANTLY LOGY TO PER►AT PRD-EQ
A11MTMENT OF Colo" AN) FRAM[ TO
CK BY THE USE OF MORTAR M
i - I -T �Lic AS MEMO BY HE FkQ4EEER_,
I SHEET I Cot 5
I
SECTION B-18
BRICK CONCRETE
OR
CONCRETE BLOCK
I AS BET
r • AAAH1 2 im
qtq TAPEI
APPRGV i
HALF SECTION A -A
45' twnym FRAME AsO COVER REMOVM)
BRICK CONCRETE
WES'
1. t7JWTITIES "MN AK FOR MAhHOCE
MITHOUT PWES. THE NXKNT OrA-(LACED
DY PIPES 1 4AST 9E DEOWTED TO
OBTAIN TRITE OUANTI S,
2. A BASE I►+ 0("ES$ Of A'- RAS USED N
COMPUTING CONCRETE O( WRTES.
3. INCREMENTS 10 DE ADDED rOR LAC"
AWII`tDlldk FOOT OF DEPTH.
4, YATERI0dL9 kUY BE BRICK, CONCRETE OR
APPROVED C*#CRETF YAkkOE €+LAX.
5. r I1tOC*S ARE USED THE IYlPLA U
THCI04ESS OF SAYAE is 10 K a",
OTHER TtOM ES'SES ARE TO C0 FOIW
10 "A",
A" IK%X E,3_j e N FOR
CONGtIEtE-
6, ALL CONCRETE TO BE CLASS A3.
Y, OWN SPECIFIED ON PLANS THE
INYCRI 2S TO Or SHAKO N a
ACCORDANCE WITH STAINSA D 64
MANHOLE FOR 12" - 48" PIPE CULVERTS
VIr+H&PA DEPARTMENT OF TRAkSPMTArM
TABLE OF 01A IllitS.
DEPTHBRICK
MA HOLE
MAh1gLCONCRETE E
E
Elrxc
CONCRETE
CONCRETE
FEET
TH OUISAMS
CU. YARDS
0) YAROS
4
0.5
Olm
IA37
S
0,
mm
L694
It
0.9
n, 45
t 1
7
LO
D_7'J5
2.223
a
1.2
0.7t>~?
2.404k
Ta
1.4
OL7
747
1J
to
0.785
J.tfr?ST
tt
1.9
0470
1 3.455
12
2,2
0.970
3.617 1.11
t
2.5
O.07a
4.179
U
2.ts
0.9P0
4 at
t5
3.1
0.470
A.
is
3.4
D:?
17
4,0
tt73
2
IrCREILNT
OAS
1 -
.5"
75 10 11
750
1.5' MIN CLEAR
745
740
75.
75(
74;
N
00 0)
00
h
� rN
h
II O
OCL
I C)
t-Z
0+00 0+50 1+00 1+50 2+00
STORM SEWER PROFILE
11 5 b i
U
h
X.
GR
DE PROP.
i
GR
NDE
141
®0
90 %
15
C.-6
-
--
5
C
7
1.5
MIN
CLEAR
_
ADJUS
uTlu
EX.
s To
-
5 "
Pt�
- -
�
PROVD
8'
@ 12.75
%
EX. 6
UGE
1 ONDUIT
�tiEQUA
CLEARANCE
16"
CPP
STA C
+80.10
co I
I U
h
I
I
I
0 0
hll
m
I
1� 00
hl
a
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1111
II
CD
if C5
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a-
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-
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H- z �
\ ' ! \ 2 / \ /
PROP.
GRADE
I
+
I
I
j
-
-.
--
- - ---
---
C
I(f-3
C'
_ Coj
0.51
%
1
CPP
117'
51
@
s0-.89-
15" CP
1
11
!
3
-
i®1.9
®0.6%
CPP
15"CP
%
('
-1
-JUST
EX.
AD
U11UTES
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-
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--
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-PRGVDE_1
ADEQUAT.
T U
N
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r7
I O
I U
CLEARANCE
U q-
I
Sn`th
OCJ d
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r tt�
I�cfl
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cpcoh
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0+00 0+50 1+00 1+50 2+00 2+50
STORM SEWER PROFILE
GRAPHIC SCALE
50, 25' 0' 50, 100'
1 INCH = 50 ft. HOR1Z
1 INCH = 5 ft. VERT.
3+00 3+50
d-
I
c.�
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� J T
GLENLRAL NO TES: l�� -� � 3 � �Z�
1 PERASSIBI.E COAST. Q O O Lu -t it OLLj _ LJ
1. ThE CETECT43LE W.Ar"Im4G Sti�4t., DE PLM yCi a BY TRUNCATED DORM S. 5'IAA t,:t+tT z to Q m Z
S VO �WC7
r_ DETECTABLE WA9IJNG 70 3E CLASS A-3 C VKFETE tCLASS A-4 IF PAECASTI _ ,., �_ �` Q cl
F o CK O w
WITH ELM RESISTANT VIECRAL SURFACE COVERINS THE FU:.L WIDTH OF THE �� �� � J W > -o w � �
RANK FL0:1R BY 2 FOOT W LFNGTH N THE DIRFCTOh OF PEDESTRIAN . , � �- S �
*_, -. �'
fRAV'EL. OtftR ITPtS Or MAIMAL 011I4 TfC 113UNCAtEO DOUES OtItVA9LE 1 ..:. . L� o CJ
WARNI%C WAY 13E L;SED WITH TW APPRD'VAI, OF TtF-NC;W.FR. -� I #._ .` `_ 4 O �j a
rYPE, Acr
3 SLOPf4C SIDES OF CURB RAW MAY BE POLREO WONCrIT"CA,LY WITH ALAMP �'ERFENDIGLILAf� �+�-� TRIJNCA-TO COWES � ) � � tiOWW O O
FLOOR OR BY L14N1C PERUM-99_E CON.STRLY."'04 J044T WITH RE-0JRED BAFIS, SEE SHEET 10= 4 FCR DE'AILS rx
4. Ir IAMB' FLOOR IS "ECAST.14OLES MUST �' PROoDEO FOR OO'AIEL WS SO � � TANGENT PLAN
THAT ADJOWWD FL :+ F3 SCES CAN :3i CAST 44 KAA•""F APTFA Pi,AGFvfr4T CF SID. CG`2
Fft-Ml R14W 110E"1., 1-W-CAST COk4LIL SHALL BL CLASS A.-1. (j
5 REQUIRED PAS ARE. 10 BE N11 5 x B - FLACYS T MAJER TO CENTER A 04r. � ..
BOTH S1t7FS OF THF. RMW 17103R. WDFf'Tti fjf RAMP FLOUR, MNIWAu �5 �-- - �•-= � ...
C4ID5511VM,M
BACK Ocr . � (n
TYPICAL PLACEMENT ,, +'
S. CURB f CU49 AND CUTTER SLOPE TRhMStTICENS AC�IAI£Mc T TO CUPS RAMPS - --
�, sylrx. I � U
AWE IN�CL.t;CED PA f mutir Toll crab" curse 4w iwll B _ -- _- - i Yf�I= .,. 48: AT IV Lf SLCTIt�t4 ! a�
WITH SUFFER S TRIP to :'J
7, CIf481 RAMPS ARE TO PC LOCATLD AS SPOINN ON THE PLANS 04 AS "ECTEO PARALLEL
BY TILE ENC&WFER. TWEY AM TO BE PftOVOED AT KTF,RsFCTkOW. Wr"fVFR
AN hCOES".L IbME N1111N (1+C Ittr,!tr it WAY Ct A arrG�IWAY 1'AGLIIY
CR +SSES A CURB RMOPDLESS OF WHETItR SiVFNAItL I$ MTWC.PROPOSED.
(lR N.,W-XLrTENT, THEY WVST I� !--4ATC0 W,fHt: Pfv-S11t114M S:NOSSfrhLKS r TW- SELE£TIJN OF CURB TYPE ANC) TFE COhFIG:1TI'AT)OM OF THE
AS SHOWN DM PLtNS OR A5 ORECTE0 BY THE EQ;#WER,AND SHO.K-Z Nrr �_. + E.�TI a'1 e- U1ta,t(Y T9e:r tdav vMty 'cI twtgt EteB'.act) r�ELc CvwXjtrtal�5 Q rn
OL LO1 AIED OL141C OEF147-E S%OF t►.'ES PEX-51",- UGHT FCL:ES.FIRE � =*- TZr11tAx 4 .fly} RDAOWAY ri-r3 ETRkS PRO'r1QfN,'. TOE MNS104S AND •� i�
iY0, RANTS. M.IP WrTS FTC_ A.0 ESSI'l F ROIaTFS PROV0 A C014TL+ i4k,14 yt SLOPES ASS yOTrO. CO
tHOD5tRCIG#Cd STATS �RA1 AC SLIP PrSrTAly A?f C}tiiECTtXi ALA _� 1211MA Y a _;�,�- Q
ALOES* K,f. FL tAFNTS ff A TAf OTY TItAT CAK BE APl--*Djt'IiCO3 I NTEILEO �,' NVE: FOR CENERA- NOTE's ON THE DETECTABLE WAANANC SUR=ACE, o U
A1D IfSZO BY PEDE5iR1A1�.- SEE SHEET 1OF 4. U _
I 9. RAMPS WAY BE PLACED OM RAJLA. OR TAMENTIAL SECTIC-NS FROV13FO THAT 2 qIN �- ==i� - -- "N V)
T flat 1309 Of-- mWu I'' PLACED 011"N THE LIWtS L'F lIzE CROSSRALK Ak11 - -- 4T .2" tLf( Ir txrJN
THAT rHE SLOE AT TW- COI C 104 OF THE CL19B OP`cMfY S -0 O
� - ---`�� EDGE CIF PAYx4EN1 � O
f!EfifIENDICIA AA 0 M tUR9- Ai XX . SAW NS T[Y' OF CARE+ o N (TYPE C �
9, TYTAL CONGREfL SrAWALK IS 4" Ycrr K N Hi HENMAHCE ROCANNDTTYPE 1CCOMO]A-F T4, 7JRNINA Rf(XtFuNT5 wF ANTICIPATED iiEAVV TfkYx CPARALLEL PERPENDICULAR LAQ coo �
fRAitIC,nirER ro StAWARD CO-R3,CQWVrRCIA1. ENTRAiNCE" ]WAVY PARALLEL & PERPENDICULAR APPLICAMN � � * ij-yMy, • ��_�,� � Ln � > dG- d�
TRI.K:X 'IN 1-IFIrt rON C[XM�'IY! TE DEPI'l1, 3 r -"'"�--- L T
10, WEN C'A@ RAMPS, AR£ USCD i9 GCtlXM 110N NI tH A I HARED u' c PAI H, $ ROADWAY GR'ADL Wla4oM 1A FEE LENGTH - - �
IN PERCENT � g... ; r �- _
TPE fANtp, UM wm SHALL BE THE *107H OF TW SzfARED f1Yc PAT4 1" G".Rrl3N F & GJFSB = - " A X .2" RICHER TKg4 '6r � - d
` 6" t t' .._ tfae!>.CATFL� fxIUF D _- _ - ED.".E OF PA'VEWEIs N C N i� r,) ri
-C - �-�-„ p # 2 , y At XCX. • SAME AS TOP Ur CURD C O O
w
t() C) I f�
C, it C 0 L 0 0 0 C 0 C CL 2 -c
6 . U 1- LL
0 0 CA 0 O C 00 00 4 0
* iF 0 0 4 a C C 4 0 4 a 0 0 0: ._.-._ �.__ _..,.- S IRS COvONED LPARkLEL 1 PFR t)0f-lch:ARI, CFSICN F'fIR X1FRAT0MS CAM PC
6 .: T _ iS k J{IIAM. (1111`f L!tItti* LANLIfi1Ci A.p1 TCTU L} 'S
PWLC'T'f''rSUS55
tO 4 0G 0u 0C 4 4 ID O 0 40
�+ r I«t!11f1 W+tit AI
0 0 0 G 0 ? a? 0' Q 4 J 0 0 O A r I� t111tu G4" R 617' W". 004E ISIU45. THEES40RT FERPENGrOUILAA RIFT TO 'HE STREET .�
10 CAN BE PROTECTED 9Y A LA.4CSCAPFI) SFTBX.X OR C`3N4F^ FD TO TH1v SPF11A1,K L
O'2 � 50A 65Y. � BASF € AJ WF.TER 0 0 4 0 0 V J 0 4 0 4 O 0 0 0 ... 1s 'PITH A 4ttdIPE'! SLtTf ACE. L >
too gmt'E� 0 4344 0O 00 0000C,fl 1aA"E• � - � � L
:w .A, fLic rlfflf.cD LEW441 Of A PIuzeLLE1. PAP es >
'fARARLE LIk4TED TO 15
r* k?A
FEET.REC41ROLESS O= THE SLOP-
7rAEtE9 41 , �.��PY LWITS 3:
TRUNCATED DOME DETECTABLE WARNING
2OD3Editaa I7A-DETAIL DE T,a!L SHFFT 4 OF 4 f
L
-�-
�
SF+EE T T OF 4
_-SURFACE r � 0
FI-1, - DETECTABLE W+JII �`"=
0
aftr kagrwmv C C 1 C T WARNING SURFACE 7V- 7/TYPE (PARALLEL PERPENDICULAR) APPLICATION 4.0 c
REV7105 GENERAL NOTES
FAIRDWE"
LLYS 7637 uRDa.a4 UEwAlST4�rIT U1 ?RA+MSFRTATICM
'VRG144A DEPARTMENT DF TRA145PORTATY'N `
0. L.LJ
__ tra�ttm
T PERMISSIBLE A
TE11x:TXN t @12 CI$. l" LUtIG
JONT �' o'+• NTH-'*
..._
I. TFTS zTEI� AIAlY >EE PRECAST [R �GAST itV PLACE.
MYARf�14�1011 �. �, '.. �«,.���, s
WAlIIN NM�I1M ' ' - -- -- - 2. -ojIQO P51 F PRECAS ASS 43 IF CAST rtN PLACE.
TILfM i t �� IMl<lrILEIttTMIGi B =1 � � 2- 0010MAITION CURB Dr CUTTER, HAYN4G AA tROUS
dt g -►" A'�- 1 r■ (� - - OF 300 FEEL OR L.E'SS t.L Fa.'.E Chi" CLAS) SHALL
sopjmMMMwlbatt K PND VCR AS RAi AL COMS14ATM." CAPS 4-
4.
M&NWIT r _
11salt � ..
pR1
I DRAINAGE LAYER ittE OGTTOM 0 IVE CURB
��LR�ILE1 I �*C+1 FOR OCfA2.5 'I. FDA USE 'I4LLTN STABILIZED OPEN-�CR71DEiQ
i AW CUTTER 14£ CO"STWCF€0 1PARALtEL
A TYPICAL DESIGN 10 tI� �� sltWASE eXASIES;
---- 8� _
#.-O„ Aso to THE' OEPiaa Of THE TtAVEWENTIAIS?'.
r
�
+ tlhtK # CU4@ i2 T tuulst ♦IT t>rCAX, S. DESIGN
CURB W I �I USft) NHEN
,- CIE SEED 40 TiPH Oa LESS
CN €iUI & HIGHWAYS ANAL 44 MPH OR!
1 tH 2' ri LESS N OCAL10Pa._O UNAM L 9, ULF111 S
AREAS. IF TNE-SE DESIGN SPEEDS Of
_ -- - SECTION „<AEXCECW,,o STANDARD �CC•7 IS KOLIKED.
.tiy-2' Mi4r�•{ '`�"x
OFMIXAM
CONSTRUC710-1riT
�*
-
� SECTION B-B !�
loot AAA?( T•, Ir, y '
t z ti 140TE: FOR CEtERAL ND'TES ON THE DETECTABLE `AtARNW. VAWACV, ALTERATIONS 1 - 14 �
SEE SHEET IUF 4.
� � a ' t s
a � + * +
A 4" SOUARE LANIQ1NFr
UNA: � AREA OUTSIDE Of -r CUTTER WAY 8f CCI.'STRUbTIf.Jb
8mL?aafa120LIDRxtadmw Y TRAVELIKAY SHALL 2> -�_
--'°'---" �""'" - THE ®tDTTtattl OF THE �CLlR1S JdN+d
Neaialhattl�fnmtlmlmm 'a BE R"Ifni OITP14 �� IRMALLEL TO THE SLOPE 01F
beuaadlneteeavMfafrhNfalatYaY D - ! AILlIIl4Allhl DEPTH OF 7"
�Iea.nIII41,iI.XLI.�r•bvv+��•Ar�. ? tti�.'sxftw.K Af�,a ..- � +6" *�L.L6�A5£ CgtAS£S PRKi+tTt7€Dr A
rdaaraltrri�Ittetrifodamrw rf11C1lgItNTi ! T
AalteYtOpalaattw�Aoaa tatbrnrh N En -� -, +ti5 Mtsi2AA±sE#t.
41+15 AREA MAY
IMflYut r. = LA fLT THE C1P7C4ITHE �CCNTTRI►GTtTRUlm w
Poo
, • a � s • a ■ v 11fuJSdro1� fRaA�{
000INWNNII n 11 1n
TYPICAL P',fQFV.FNT 0sswm 'typp,CAJ- PLACi.MENT
AT INTERSECTION LXAC:ONAL VARIAPON AT INsERSECTION
�71ICN
WITHIN CROSSWALK WITHIN CROSSWALK
.16 (W,TH HUB '4.'R S I'RIP)
TI•15 CES:CN TO OF L+S$? FOR CONST.RuCT0% ►ttAl aaCtxtIlMATI S WttV Sox-mNK, LAI`'CRv
! (10" R-100 AE011RSE i AT TOP OF CURS RAW. iiRKW CLR8 SCAMP LENCTA 9 FEET FOP ME*
x rOl4SFRUCrX)N,fi FEET FpR ALTEPATim,
F
,. _...,�+t 1 L i� t3h� Ci f� VICE 2 Of 4t
Re?r1-T0 3Edidpn I tifiif CG `"1 DETEC TABL E Yti1�Ai�I�IN 3 SURFACE
F 2A2. Exmoorof"m*w *rSfqnsarinaerLmtfonlr SulTYPE A (PERPI NGICULAR) APPLICATION NEW 7Yo5 sptarIC.ATION � Q � Z
.Some 7141
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TYPE 8 (PARALLEL) APPLICATION U)
VIZ(xS.1A I{PJW7NpNT +{ TRAhiSRCJR ATION ` 203.06 O (f) Q w L
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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 Authorty 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 the
contractor s responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility" 1-800-552-7001.
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. 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.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's 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.fcso-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. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
6. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The developer/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 developer's/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 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 %" 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.
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 backflow prevention assembly (detector 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 Engineer shall review the mechanical drawings containing the domestic and fire service meters and
backflow prevention devices, and approve the designs and materials.
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
Vl. 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, 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.
VI 1. 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 fill. 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.
S1* t e P] a n
C 0 MM b R L
SHERAND 41 TO VrA C r'�,'N TR F'__�Jl
L v` T 7
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.
VI 6. 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 list 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 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. Approval of these plans shall expire three (3) years from the date of the approval
letter.
V23. VDOT Standard CC-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.
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 SHEEP
2 SRE PIAN
3 GRADING k EROSION! CONTROL PLAN
TMP86-A-1021 4 LANDSCAPING AND W(,'MING PLAN
s unurr PROFILES &; oEruis
ZO-med, � - 2 6 STORM PROFlLES 44D DETAILS
� ���`� Prul--�,7--_rmsed
Use," Commercial
Vicinity Map
Scale 1 "= 2000'
OCTOBER 27, 2005
REVISED
Owner: David B. Holliday
P.O. Box 2715
Winchester, Virginia 22604
(540) 667-2120
Developer: George Sempeles
331 Woodbine Road
Clearbrook, VA 22624
(540) 662-5802
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 Hallandale Lane
Winchester, Virginia
(540) 665-3156
22604
P.O.C. Cindy Laing
22602
P.O.C. Terry Persons
Adelphia Cable
1039 N. Frederick Pike
Winchester, Virginia 22601
(540) 667-0364 P.O.C. Brett Lyles
Shenandoah Gas
P. 0. Box 2400
Winchester, Virginia
(540) 869-1111
22604
P.O.C. Tim Hockman
Patton rris Rust 0& Ass coat s,PC
Engineers. Surveyors. Planners. Landscape Architects.
117 East Piccadilly Street, P,cH of
Suite 200
R+ Winchester, VA 22601
NN[,
T 540.667.2139
F 540.665.0493
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 pr(oject.
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 rand sediment control measurers have been installed in accordance with the
approved plan, the Department of Public Works will grant appproval 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 th(e 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 whi(ch 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
os-built which states that the subdivision has been constructed in accordance with the approved plan.
c) Individual subdivision lot grading plans shall be subrmitted by the builder at the time of the building permit application for
each lot proposed for construction.
4. Temporary and permanent erosion control structures amd methods to be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be iutilized during the construction period.
S. All erosion control structures shown or as required Burring 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 urea 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 immmediately upon completion of pipe -laying in the affected area.
7. All unpaved areas of the site which are disturbed by tthis construction shall be provided with 6" topsoil,
fertilized, seeded, compacted and mulched. Seed bed to lue 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.
£P �C;6
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Approved by Frederick County Zoning Administrator
Site Plan Approval Valid for 5 Years From Date Shown Hence Date
Project Number:
Sheet Number 1 of 7
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SHIFLETT, JOHN B. & CLARA E. C'
D.B. 482 PG. 793 0
ZONED: RP
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DROPOSED ZONED: B2
SANK BLDG.
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Culvert
Summary
Culvert
Inv. In
Inv. Out
L(ft)
D(in.)
S(%)
Type
1
745.48
744.82
34
15
1.94
CPP
2
746.12
745.68
87
15
0.51
CPP
3
746.56
746.32
27
15
0.89
CPP
4
747.79
746.76
203
15
0.51
CPP
5
745.84
744.82
8
15
12.75
CPP
6
747.53
746.04
51
15
2.94
CPP
7
749.00
747.73 1
141 1
15 1
0.90 1
CPP
11 1
744.62 1
744.49
14 1
15 1
0.96 1
CPP
NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT.
Ci9APh1/CSC.4LE
20 10 0 20 40
//V FEET
1 inch = 20 ft-
Storm
Inlet
Summary
STIR top to
Cul out
Str. No.
1 Inv. In
Inv. Out
Top Elv.
Type
Throat
INV (ft.
11
744.82
744.62
750.50
MH
-
5.88
1
745.68
745.48
751.51
DI-1
6
6.03
2
746.32
746.12
751.36
DI-1
6
5.24
3
746.76
746.56
751.66
DI-1
6
5.10
4
-
747.79
752.68
DI-2C
8
4.89
5
746.04
745.84
751.00
DI-1
6
5.16
6
747.73
747.53
751.75
DI-213
6
4.22
7
-
748.00
752.88
DI-1
6
4.88
CONCRETE
4" STONE BASE
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,OMPACTED SUBGRADE
STANDARD PAVEMENT SECTION
Not to Scale
�
16
;OMPACTED SUBGRADE
HEAVY PAVEMENT SECTION
Not to Scale
30"
LEGEND, BORDER - WHITE (REFL.)
BACKGROUND - RED (REFL.)
STOP SIGN - DETAIL
NOT TO SCALE
STANDARD STOP BAR
24" WIDE STRIPE (THERMOPLASTIC TYPE 8, CLASS 1)
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER -- PART OF 86-((A))-102A
EXISTING PARCEL AREA -- 0.96 ACRES
DEVELOPED PARCEL AREA -- 0.96 ACRES
ZONING --- B2
ADDRESS - WARRIOR DRIVE
CURRENT USE - VACANT
PROPOSED USE -- RETAIL/RESTURANT
DISTURBED AREA -0.96 ACRES
SETBACKS REQUIRE D PROVIDED
FRONT (WARRIOR DRIVE) 35" 51'+
SIDE 0 59'+
REAR 50" 50'+
PARKING 5' 5'+
BUILDING HEIGHT 35' (MAX.) 24'(+/-)
RESTURANT GROUND FLOOR AFREA 1,500 SO. FT.
RETAIL GROUND FLOOR AREA 3,720 SQ. FT.
NUMBER OF STORIES 1 (24' f)
FAR ALLOWED 1
FAR PROVIDED 0.12
MINIMUM LANDSCAPED AREA 0.14 AC. (15%)
LANDSCAPED AREA PROVIDED 0.31 AC. (32%)
PARKING REQUIRED PROVIDED
RETAIL SPACES (1/200) 19 19
RESTAURANT SPACES (1/100) 15 15
HANDICAP SPACES 2 2
LOADING SPACES 1 2
TOTAL SPACES PROVIDED 38
PARKING LANDSCAPING
PAVEMENT AREA-18,695 SO. FT.
PAVEMENT TREES REQUIRED --9.3 @ 1/2000 SQ. FT.
PAVEMENT TREES PROVIDED - 10
INTERIOR TREES REQUIRED 3.8 (@1/10 SP.)
INTERIOR TREES PROVIDED - 4
TOTAL TREES REQUIRED 14
TOTAL TREES PROVIDED 14
NOTES:
1, ALL SIGNS INSTALLED ON THiE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE FRED)ERICK COUNTY ZONING ORDINANCE.
2. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F.
3. ALL LIGHTING IS TO BE CONITROLLED 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.
6. HANDICAPPED ACCESS SHALLL 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 MARKtED AND POSTED PER FREDERICK COUNTY FIRE
MARSHALL REQUIREMENTS.
10. FIRELANE MARKING SHALL BE IPROVIDED AT ALL FIRE HYDRANT AND THE F.D.C.
THE STRIPING CURB PAINTING ,AND SIGNAI3E SHALL MEET THE REQUIREMENTS OF
THE FIRE MARSHALL
11. BUILDINGS SHALL COMIPLY WITH THE VIRGINIA UNIFORM STATEWIDE
BUILDING CODE AND L1SE GROUP A ANO USE GROUP M OF THE
INTERNATIONAL BUILDHNG CODE/2003. OTHER CODE THAT APPLIES IS
ICC/ANSI A 177.1-03 USABLE AND ACCESS BUILDINGS AND
FACILITIES. (CAN UTILIZE THE 2000 EDITION OF THE VUSBC UP TO
NOV 16, 2006 FOR PLAN DESIGN) ACCESSIBLE SIDEWALK SHALL NOT
12-EXCEED 1" IN 20" SLOPE UNLESS IT IS DESIGNED AND PERMITTED
AS A RAMP. A FIRE BARRIER SHALL BE INSTALLED OR A FIRE
SUPPRESSION SYSTEM., BUILDING CODE LIMITS THE RESTAURANT TO
A MAXIMUM OF 5000 'SQ- FT. WITHOUT FIRE SUPPRESSION SYSTEM.
THAT WOULD PROHIBIT F THE MIX USE OPTION OR THE ENTIRE
BUILDING DUE TO THE SQUARE: FOOTAGE WITHOUT FIRE
SUPPRESSION OR BARRIER.
13, NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC
SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE,
STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT
APPLICATION SHALL BEE SEALED BY A VIRGINIA LICENSED DESIGN
PROFESSIONAL.
14. RESTAURANT KITCHEN WASTE SHALL RUN THROUGH A GREASE
SEPARATOR IN ACCORIDANCE WITH THE INTERNATIONAL PLUMBING
CODE. NOTE THE LOCANTION ON THE PLAN IF INSTALLED ON THE
EXTERIOR OF THE STRQUCTURE.
15. TRACTOR TRAILER DELIVERIES -TO BE LIMITED TO NON -BUSINESS HOURS TO ENSURE
ADEQUATE ROOM FOR DELIVERIY
TRIP GENERATION
ITE, 6TH EDITIOMI ESTIMATES
THIS SITE AT FPULL DEVELOPMENT
WOULD GENERATE '905 T.P.D.
USE CODE- 820 + 834
* WHEEL STOPS TO REMIAN UNTIL PAVING ON
ADJACENT S3iTE IS COMPLETE
FIRE LANES REQUIREMENTS -
Fire Lane markings and signaige is required at all fire hydrants, fire department
connections, curbing not delimeated as parking, and all normal and emergency
access points to the structurre. The contractor shall coordinate with the Fire
Marshall to ensure these recquirements are satisfied.
LEGEND
PROPOSED CURB & GUTTER
PROPOSED CURB & REVERSE 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
e
PROPOSED GRASS AREA
-
PROPOSED EASEMENT AREA .
ZONING BOUNDARY •
Z8
UTILITY PEDESTALS
El 0
EXISTING STORM DRAINAGE & STRUCTURE
PROPOSED STORM DRAINAGE & STRUCTURE
PROPOSED WATER MAIN
W! -
EXISTING WATER MAIN
--
PROPOSED FIRE HYDRANT'
PROPOSED GATE VALVE & BOX
' Wt- --
EXISTING SAN. SEWER AND MANHOLEF--
PROPOSED UNDERGROUND ELECTRIC SERVICE
E
PROPOSED UNDERGROUND TELEPHONE SERVICE
T
PROPOSED GAS SERVICE
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TM 86-5-G
SHIFLETT, JOHN B. & CLARA E.
D.B. 482 PG. 793
ZONED: RP
USE: RESIDENTIAL
7
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GRAPH/CSC.�ILE
20 10 0 20 40
IN FEET
1 inch = 20 ft.
L
EXISTING STORM DRAINAGE do STRUCTURE
PROPOSED STORM DRAINAGE & STRUCTURE
PROPOSED CURB-& GUTTER • ... • ...
••
DRAINAGE FL40W.................
EXISTING- -GRADE ................
PROPOSED GRADE ..............
PROPOSED EASEMENT AREA ..........
PROPOSED -SILT - FENCE ... . ..
SF
SF —
INLET PROTECTION . ............
IP p
LIMITS OF DISTURBANCE - - - - - - ...
-- 72 mm, - wm
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STONE CONSTRUCTION ENTRANCE
70' MIN,
A
J FILTER CLOTH' 6' MIN. I A I
SIDE ELEVATION
GROUND
70' MIN.
D VASHRACK
I I— REQUIRED
12' MIN.
L VDOT #1 I I ~\ POSITIVE DRAINAGE
COURSE AGGREGATE D TO SEDIMENT
I TRAPPING DEVICE
• EXTEND FULL WIDTH PLAN
N VIEW
OFF INGRESS AND EGRESS
OPERATION PLF1
FILTER CLOTH
SECTION A —A
SECTION B—B
10,
EXISTING
PAVEMENT
5:1 Z
MOUNTABLE BERM
(OPTIONAL)
10, MIN.
EXISTING
}PAVEMENT
I \
10, MIN.
3' MIN.
3' MIN.
UKMUY JIMUL
SOURCE: ADAPTED from 1983 Word Standards for Soil erosion and Sediment Control, and Va. DSWC
OVERFLOW
RUNOFF -
WATER
WITH
SEDIMENT
DROP INLET
WITH GATE
SEDIMENT : '
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 SUPPORT)
1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIFRE
FENCE AND EXTEND IT INTO THE TRENCH.
FLOW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
_j
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC _ (\ 11
Plate 3,02-1 SOURCE: Adapted from Installation of Straw amd Fabric Filter Barriers for Sediment Control, PLATE. 3.05-
Sberrood k ilea?
BLOCK & GRAVEL CURB INLET
SEDIMENT FILTER
CURB INLET
H► ♦.�I F"
CONCRETEWIRE SCREEN
GRAVEL FILTER
RUNOFF OVERFLOW
WATER WITH FILTERED WATER
SEDIMENT
:f
SEDIMENT I II = : , I III
WIRE SCREEN
2' 7X 4' WOOD STUD CURB INLET
SPECIAL APPLICATION
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
PLATE. 3.07-3 SOURCE. VA. DSWC
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Fill Post Hole with 1 Part
Dry Concrete Mix and 1 Part
Excavated Sal. Thoroughly
Tamp Concrete Mix and Soil
to Eliminate Voids.
POST SET DETAIL
SCREEN FENCE DETAIL I
N /F
TM 86-5-G
SHIFLETT, JOHN B. & CLARA E.
D.B. 482 PG. 793
ZONED: RP
USE: RESIDENTIAL.
LANDSCAPE SCREEN PLANTING SCHEDULE
Nmr_VW
EASTERN RED CEDAR OR LENGTH OF SCREEN 330 FT
LDMD CYRESS TREES REQUIRED, 3/10 fT= 99
1/3 DECIDUOUS = 33
RED MAPLE OR 2/3 EVERGREEN = 66
LIME LE4F LINDEN
(2.0" CALIPER) PROVIDE:
33 LEYIAND CYPRESS -MIN 4' HIGH
U EASTERN RED CEDER - MIN 4' HIGH
17 RED MAPLE 2.0' CALIPER
16 LITTLE LEAF LINDEN 2.0' CALIPER
LANDSCAPE SCREEN REQUIRED ! f
CATEGORY "B"
ZONING BUFFER WITH LANDSCAPE SCREENING
40'
10'
10' 10' 10'
2'1 3' 3' 2'
3' 2' 2' 3' 2' 3' 1 3' 12' 3' 2' 2' 3'
4,
0 0 0
0 0 0- 0- o 0 0
6' OPAQUE FEAff Rf_00WED AS SHOWN ON PLAN
- PROPOSED LANDSCAPE BUFFER SCREEN
A 4
t I� Ilil
POLE MOUNTED LIGHTS
SHALL BE SHIELDED TO
PREVENT SPILLAGE OFFSITE
VW AR/Es _.._
OWAMeSCALE
20 70 0 20 40
IN FEET
7 inch = 20 ft.
PLANTlNC SCHEDULE
BOTANICAL
COMMON NAME
SIZE
SPACING
QUANTITY
QUERCUS PALUSTRIS
PIN OAK
1' CAL @ 6' HIGH
AS SHOWN
7
GLEWSIA TRIACANTHOSINERMIS
THORNLESS HONEY LOCUST
2' CAL @ 6' HIGH
AS SHOWN
7
LEYLAND CYPRESS
4' HIGH AT TIME OF PLANTING
3' ON CENTER
9
ILEX CRENATA 'HETZII'
HETZ HOLLY
3 GAL CONTAINERS - 3' HIGH
3' ON CENTER
78
HE
SEEDING REQUIREMENTS
AFL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM
6' OF TOPSOIL AND BE SEEDED AS FOLLOWS:
2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT.
1 LB. ANNUAL RYE PER 1,000 SQ. FT.
70-120 LBS. MULCH PER 1,000 SO. FT.
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 SQ. 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.
PANE
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Prune codominant leaders
Prune rubbing or
cross branches
DO NOT stake or wrap
trunk unless necessary
Remove all tags and labels
Cut away all balling ropes
Remove top of wire basket
I
Widen and score hole wall
Remove container and cut circling
roots if container -grown, or as much
burlap as possible if field grown
Leave solid soil pedestal - do
not dig deeper than ball depth
Dig hole 2-3 times root ball width
TREE PLANTER DETAIL
no scale
SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED.
DO NOT prune terminal
leader or branch tips
Prune narrow crotch angles
and water spouts
Prune broken branches
Prune suckers
2"-3" mulch kept away from trunk
Soil well to contain water
UNAMENDED backfill soil
Partially backfill, water to
settle soil, finish backfilling
for water drainage
14 STEEL REINFORCEMENT BARS
ALL FIXTURES TO BE SHIELDED 13 STEEL REINFORCEMENT
TO PREVENT LIGHT SPILLAGE TIES @ 1'-6' O.C.
OFF SITE
LIGHT POLE TO BE GALVANIZED STEEL
PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT
POLE HEIGHT = 20 FT.
ITAE,:
HAND RUB FINISH ON
SURFACE OF CONCRETE
AND FILL IN VOIDS.
SMOOTH FINISH ON ALL
EXPOSED CONCRETE
SURFACES.
FACE OF
CURB t
8' GALVANIZED GROUT
ROD. BOND TO POU
#3 STEEL REINFORCE
TIES @ 1'-6" O.C.
#4 STEEL REINFORCE
BARS
UGHI POLE
JGHT POLE BASE
NTTH COVER PLATE
JONSHRINK LOAD
SEARING GROUT
KHOR BOLTS FURNISHED
91TH LIGHT POLE. BOLT SIZE
'ROJECTION AND BOLT
;IRCLE PER MANUFACTURER'S
tECOMMENDATION.
1'-8" 0 CONCRETE BASE
'.V.C. CONDUIT AT 2'-6"
IELOW GRADE TO PANEL
OTE:
LL UNDERGROUND WIRING
D BE IN NON-METALLIC CONDUIT
r-8
NOT TO SCALE
LIGHT POLE FOUNDATION DETAIL
+ LITHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20'
J,o LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20'
ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED
SO THAT DIRECT OR REFRACTED LIGHT FROM THE
FIXTURE IS NOT VISABLE FROM OFF -SITE.
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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.
SMALL
SIDE
JOINT
RESTRAINED LENGTH OF PIPE (Ft)
LARGE SIDE JOINT
PVC
DIP
6"
8"
10"
12"
6'
8"
10"
12'
6"
—
40
60
60
--
20
40
40
8"
--
--
40
60
--
--
20
40
to'
--
--
--
40
--
--
--
20
REDUCER
OMER?""� .. , _ : r • ram" 'Z.� .:.0
In addition to restraining the connection, any joint that falls
within the recommended length (L) shall be restrained.
fhshed
grade
RESTRAINED LENGTH OF PIPE (Ft)
PVC
DIP
6"
8'
f0"
12-
6"
8`
to-
12"
60
60
80
100
40
4o
60
60
VALVE, DEAD END (PLUG, FIRE HYDRANT)
RESTRAINED JOINTS 1 OF 3
-2-
r dia. schedule
pipe filled with
and palnte
finished
grade
1 e' dia.
concret
encaSer
pad V-6 dla x 6' deop
N-•"— 4• stone
screw type
FIRE HYDRANT ASSEMBLY
-10-
concrete pad.
i'-6' dla x 6' deep
finished
grade
4' stone I
screw type
adjustable valve box
48• min.
location marker
valve restrained
riot- restraints ■ o main
L_8'x 6N 16' solid block
(for valves 12' and larger)
Note: this detalt Is also used for butterfly valves
GATE VALVE
-9-
In addition to restraining each joint of the tee, (1) any joint
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 8
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
SEP 05
45•
marker
mechanical joint
swivel tee with
t branch
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
20
12 X 8
20
20
20
20
12 X 6
20
20
20
20
TEE, CROSS, WYE
L-----� 1
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)
RESTRAINED LENGTH OF PIPE (Ft)
FITTING
PVC
DIP
DEGREE
6'
8"
t0"
12'
6'
8"
10"
12"
90
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
20
20
HORIZONTAL BEND
RESTRAINED JOINTS 2 OF 3
-3- SEP 05
SDR 35 splgct SDR 35 spigot by
by 9asketed SDR 21 gasketed
bell 45° bend Fbell adapter
I.
SDR 21 gasketed
SDR 35 8• x 4' pipe and fittings
SCH 40
gaskeled bell wye
solvent
weld cap
property
line
rNL$i10d
grade
I
N—T
18'
f I�
location
5on marker 36' rant.
cover
stone
4' pipe at 200%
minimum grade
SEWER LATERAL
FOR MAIN WITH COVER 15 FT OR LESS
SEP 05 -17-
SEP 05
trealed 2'k 4' with -
top 6' painted green
SEP 05
VBHH77-15BHC-11-77
2- custom setter
(meter by FCS;A)
cast In place access standard flat top
door, centered In for N diameter
top (sea to 1) L manhole
varies
at property fine
2 max finished
(see note 2)
grade
skidI
roadway
CTS p
_2-
27 2gdiameter manhn tole
tubing (
with cutouts
w/ SS i
4n connections
3' min.-- -i
saddle w th
2' min.
corporation stop
;t}.�v iV •. r. ,
water main
\` sdkl support blacks
8' stone bedding under custom setter
12 gauge Insulated copper
ball valve curb stop with Pi
wire for line tracing, taped C14-44 w/ SS inserts
(CTS) both Grids [B44-777
at 10 foot intervals and MIP plastic plug
w/ SS inserts]; with 2- gate
valve operating nut
NOTES:
1. Access door shall be by Halliday Products
or our approved equal:
a) in non -traffic area - model no. S1 R3030
b) In traffic area - model no. HI R2424
8-
2. Water service crossing street
a) Encased in ti diameter SCH 40 PVC or SDR 21 pipe.
The piping shall run from one foot beyond sidewalk,
across street, to one foot beyond sidewalk.
CUTOUT DETAIL
b) Install 12 gauge Insulated copper wire {for line tracing)
from corp. stop to Into ft meter box i wrap wire around
(typical)
Corp. stop; wire to be taped to top of PET at 10 foot
intervals; come up into meter box and terminate level
with angle bell valve).
1 112' and 2" METER INSTALLATION
-S-
SEP 05
finished
DOWN BEND
DEPTH 4 MIN.
L d _
DOWN BEND
RESTRAINED LENGTH
UP BEND
DEPTH
Lu �--- Lu --I
Vertical offsets contain down and up bends.
On down bends, one joint faces horizontal and the
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 MIN.
5-12 FT.
4 IT. MIN.
5-12 FT.
SIZEITWE
DEGREE OF FENDS
Ld (DOWN)
Lu (UP)
SIZE%TYPE
DEGREE OF BENDS
Ld (DOIyN)
Lu (UP)
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/DIP
45
40
20
8" DIP
45, 22.5 & 11.25
20
20
12' PVC
22.5 & 11.25
20
20
10 PVC
45
40
20
l2' DIP
22.5 & t 1.25
20
20
VERTICAL OFFSET
RESTRAINED JOINTS
-4-
30F3
finished
grade
concrete skid pad
18' dia. x 6' deep
4' stone
Panella Model PA4SV-CSK (4�
0AC:&Volvoo,
Inc.
cast Iron deanout cap with brass
o
Fig. No. 71 BOBplug
having a countersunk square
v�v
with Ild marked
-sin
head
SDR 21 - cieanout pipe
bottom section
of box
brick base
Sanrtary
•'
sewer main
SDR 21 wYe d
SDR 21 45' bend
_45'
SDR 21
6' stone beddingw
SEWER CLEANOUT
-19-
24' sated
baddAl
5
CONCRETE ENCASEMENT
TRENCH & BEDDING
-1-
SEP 05
SEP 05
SEP 05
755
750�
EX. 31'
@ 2.00
6" SDR 35
745
FE = 754.41
6'
2.00
6"
SDR 35
`
40'
@
2.00
6"
SDR 35
UIT
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PROPOSED PRIVATE SANITARY
SEWER LATERAL LOT 7
755
750
745
(n
00 Q
x0
W
O
f— X
W
I--
UW
W
ZO
Z
OW
U tz
EX. GRADE
�--PROP. GRADE
r
1.5'
MIN
'."LEAR
' MIN
CLEAR
"WT
_VC___
TA 0
23.2
CONd
_
STA
0+1
.59
U
�
00
W
II z
O+>
O
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UO�z
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FIR GRADE
�— EX. GRADE
PROP. 8" SDR21
30
SVC. LOT 7
to
(n
d
i—
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a
= O
W
ct \
I +
0+00 0+50
WATER LINE PROFILE
I
i
-
o
0
o
j
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1
STA
90
0+1
STA
0+2.2
------
GRAPHIC SCALE
40' 20' 0' 40' 80'
1 INCH = 40 ft. HOR/Z.
1 INCH = 4 ft. VERT.
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rxv.w4Yss wle s x es 1
r �»
I 1
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WEEP JIDLE
SEE MOTE &
F R.0*IT ELEVAlli
r - 5--1- L
1 I L o J
E
I
a
INSERTABLE Sl IEU A 153
Ckv
8'-B- L[oANKG:
aAt v. wCEJ1T1 3.-2� -''i
ROBS A-1
0 Pa- t •c D - -� ji
D
• a' C-C,TYPICAL
AR
BS c
a'p
4 � C -C
SECTION S-B COLLAR
P-4" ;t' 7--b-
GARS A L 2y,-X2yr--X1/
a+r I �AIL V C �
•.- s1
? r 8Avi E
f
BARS B-Gtk I 6" C-t
SECTION C-C
i6pEf2N.Aw to T•
MIEN INLET 6 VSED
N111t 1IEt)IM► .
a►AI!#o 4:ur t['It
APPROACH COTTER
A+Q�ru
SLWACf CALM. MC602
S•7•
rA1+s+lp SECTION D-D
MELD w-4L
BEFORE
T,ALV.
GALV. WELD All
iY`6Y•t2 % 4.
.._ �Il(► 3H£AR
CONNECTOR
TO CCL LAP.
SECTION E-:F
Oa1f+~b�,v
L -xzl f.3E �t XV 4-
L1 L _ _ 4 �._ - BI1fiS A_t 1 U2• SEE NOTE 8 NT l6L;:, $sLOPE OF
-_ J m a BARS 0 C-e SURFACE W O Y .
rUR USE ON GRADES
I ... _ _ _ �W Z tp. C-C A►TS C&�idd T
Dl-2C SARIS, � 8^ C C _`4b�0L4 TC-C
t - t TYPE �ACE TYPE D
I ► a
I STEPS NOSE DCTAR-S
�L�9Y a F10 f SEE NOTE 5 TYiC A WrA pET.N 1,11ALL K LIWD WITH CC-7 SIRIWlh
L. _ _ J tM B NOSE DETAIL StiV14. K VMI Will" tG4 STa0112Vr
Ct1LVAM2EO PLATE FOR TYPE A TO BE BENT OM AN ANGLE
VON tJ $E N SAS �ECTIJt� A'A CF 4>!',�Q Al IS TP! 8E Ir1�] F[S YtiEH Ih'x4- iTW
p41n t4GC5 TO K SYli4 I"C.AL FQR S1iv r)[tAgS $e[ sTly.#1 6 Nm1fAk [LiMdt:T&i1# LOAN Td M Itf,A AT 2 t
%KEY I CC Z SKICFICAT►DH
STANDARD CURB DROP INLET AErmts►cc
12"' - 24" PIPE: MAXIMUM DEPTH (H) = 9' � 213
IG4.03 VIRCI IA DEPNt'AliAT Of TRANSPORTATION 302
TABLE OF {QUANTITIES
04-2A,213,2C
REINFORCING STEEL
r YV4
L
COWCAEr£
BARS A
[TARS
A-1
FAARS 0
BARS B-1
Hm5
C
BA-RS E
BARS F
WEIGHT
N
Lw_ Ft.
No. Lk H t. *
� Lin. Ft.s
1. ,>
Lba.
S�
Fir
G.. Yds.
K0-
Lh F1. *
No.
L+n. F L i
No.
4-
Lie, Ft.*
No.
Lin. Fi. l�l
DL-2A
2'-7'
ill
4
31-2.
�F-.
3'-d"
2 0'
-
4'
195
4
3'-2"
S
51-0-
4
3--611
3
4'-3" to 4'-6'
5
-D'
3
2'-O"
Is
1'-6•
64
It.
2.23
4
3'-2'
5
7'-0"
t
S-6"
7
4'-3" 10 4'-it'
15
L'-O'
1
• O"
3
P-6'
119
8'
2161
4
3'-2'
5
W-0"
4
3 6„
19
4, i 4•
5
2 �O'
3
t1'
t_
S4
p•2$
IO'
2,79
4
3'-T'
1V Cl`
4
31-61,
15
4.,3.. to 4'-6"
4
2'-D'
1',4..
t99
12'.
I'll
4
..;
3' "
T3 'fJ`
4
3-5-
IS
4-3" to 4'-6'
5
.21-0"
3
1A' Q"
1
r-6'
224
it, PT
.34
5
1!s' 0"
4
3 a"
23
4`-3" to 4'-6"
5
2-0-
3
12'-O"
I' 6"
253
Irs
3.51
4
9
17'-O"
4
3 -6"
21
4'-3" to 4'-6'
5
2'-O"'
3
141-0'
;
P-61
294
lw
3.89
4
S-2"
5t4
O"
a
3-. F}"
31
4•-,!t' 10 4'-U'
5x
4'
l
i V-O"
t' 6'
32K•
20'
4.11
4
3'-2"
5
2>' 9"
4
3-fi..
35
4'-3•' to 4'-ti'
5
T-Or,
3
1D'-O"
3K'-d
3Fs4
h'
2.26
4
S-2"
41
p„O„
4
E'
2.55
4
1-2"
S
g 0"
4
J a_ W..
..4.' E? ;o'
� ...
G
1 6y
- t1l0
VC,
2,62
4
_
5
11'-0'
4
4'-3" to 4'-6'
5
2 -&'
6
+''r'
_
5
71.2C
12'
109
4
3 -2".
S
13'-0-
4
3 -6
!g
4--3•' to A'-6'
5
2110,
S
4
--w-
27
4'-3" to A'-G'
5
2'-4"
G
6' 1'
2 5
NS'
3.65
4
5
1T' O'
4
3--fill
26
it-N, 4'-s-
5
2'-4Y'
43
7' l`
i 6"
240
t8' _ .
3.93
4
3'-7'
S
lW 4,
4
i-"
30
4`-3" to A -6'
5
2' -v,
4}
A'- r'
a
t' 6"
3i 5
24'
4.20
4
3'-2'
5
21' 8
t
3' fill
34
4' 3" to 4'•#i'
S
2 4)"
6
9' 1"
i' 6"
3�
.I�
1. DEPT4► CF INLET (41 TO EE S►4OWN ON PLAYS.
a. 3" CI4Wttq WLEP vaLE TC Be LOCATED TO
17,
LEIifTM OF APA,:1_f. IRON AS 5noWN ON 91(,Er
B
ORAN 11409AS'F YATEfMu{L. WEEP HOLE WIT"
OF 2 15 70 SE L+16` AT 4_* LBS.IFT.
2. THE "N" DIWNMN SHOWN ON THE STANDARDS
12'XI2" PLASTIC MARtIWARE CLOTH 112' Mi
AND 5PECPIED ON 11E PLANS WILL BE
011i GALVANIZED STEIL Willi Atum l It if_
v3,
* DENOTES LINK+TH OF W, (11 Fes,
WIFASIXr~� FROM TtE I VERT OF THE OLITFALL
PIPE. TO THE TOP OF' THE " 1RUCtURE.
Ot1WETER D.O3" NUMBER 4 MESH HARDWARE
PLAN -14' DW-NSKkS Ali A/APIbOMMA,TE Oli
CLOTHt A4NpF"T+Jf'0 FRif Y TO I"[ OUTSIDE
OF THE STRUCTURE.
V.
AL4 Rfr4F1;M r4 oARs To ac M$,
FOR ESTNiAT4C PURPOSES AND THE ACTUAL
20.
GRATE 10 BE NSTALLED SO SLOTS Ii DIRECT
0NIENS16NS ',44ALL BE ^u£TCRw4CD iF'•' TI►=
9. ALL RE14FoRCW. SFECt SHN1. RAVE A
AA'+'ER TOWARD THE ft-ET ThROAT.
CONTRACTOR FROM FIELD CCtOTIONS.
i41Mif.2H CO" OF 2"_
21
adkvwW HEIGHT_ Pff CIA fit' S'• WMEH PWITS {WF
J, OWN SPFCf-IED ON THE PLANS Ttf N VERT iS
tO, ALL REDHFCIRCNC: STEEL TO BE CUT CLEAR 0-
LCCATED UTAT_?i EXTENDED SEAT OF NLET-
TO BE SHAPED IN ACCORDANiE WITH SIANOAHO
ALL OPEMN5'5 Or 2'_
14.1 THE COST OF' FURNISHPC AW PLACING ALL
LATERALS INCIDENTAL TO THE SHAPING IS TO BE
TL CAST -IN PLACE CD4C:9ETE IS To BE CLASS A]
14CLLVE0 IN TNL ego PR►CE FOR ItIc STRL)CTuw.
130M PSIP. K> EGAtiST CEINCRET( 15 TO BE
4000 M.
;. 4N THE EVENT THE INVERT OF THE OUTFALL
PPE iS HOCR THAN THE BOTTOM OF TmE
STRUCTURE. TI•.E INVERT OF THE STFkiCTURE
12. LET4TH CIE SLAT ILI WILL, IN EVERY 'ASE, 9E
SKILL
BE SHAPED WITH CEMENT NdRTAR TO
SHOWN ON PLANS_
(:" r7 F
VREVEMI %I^"" i1R' Pt•IIII)IWG IW WA1ER
N THE. STRILCTURE- THE CCtST OF FLRklFj4hG
131 TINS STA!"wromD Ts 11TE► IED FOR 115E Y4 0011
AND GLITTER SITUATIONS ONLY.
iyr"
AND PLACN6 ALL MATERIALS PFCl"rA. TO
Ti4C SHAPING rS TO K NCLLrJED I14 T4E fM
14, ST*0DARD +NIi MAY OFF GCWSTRtJCTEO WITH
PRICE FOR Tltt< STRUCTURE,
OONCRFTF BL0CWS t% ACCORDANCE PITH THE
CE1M5 SH01.N CAA 5i4413AR0 ORAWt4 OH•W@.:'
O. StEs15 AAiE TO OC Plltd+(10EE1 Y714tN M P5 4',O"
IH C,ttt AiT[R. FCH2 RF•.JJ
15. THIS AREA NAY BE EARTHEtk, IN 1rMCit CASE
THE EXPANSION JOINTS WILL APPLY ONLY TO
6. THIS 13A_il NAY BE PRECA"3T OR FAT-N•PLACE,
CURD A►El Curd►
43' CRATE
7. M 4 X 6" SMOOTH DOWEL'S AT APPROXVATELY
16- CONCRETE OUANFiTES SHOWN ARE FOR DEPTH
12' C-C TO 01 PLACED IN ALL AREAS AD INXNT
rfa CIF 5-2- 1AITIKXUT PIPES THE Aw()rjNT
1g(1 # 7 Rstt, mst 4cin s,
TO ABUTTING C04CRETE TO PREVENT
DMRACE13 BY PIPES MUST BE DEDEACTED TO
SETTLEMENT.
OBTAIN TRIO GUANTITIESjOIR MLLIS CIH
DIFFEREwT rCPTHS AI)D OR "TRACT 0.28
CUBIC YARDS OF COtNICRVE FOR EACH FCOT-
SECTION F-F
SPECWICA11ONi
LET Sheet 2 al
TAN CURB [FOP INLET
R_EFIEtENCE
12"-24" PIPE. MAXIMUM DEPTH
(H)-g'
233
302
VIRC*AA DEPARTMENT OF TRAYPORTATICN
tD4.04
DI 1 !fI sErric" CAST fA•3N • ---- e• SIEc'ION STEEL aa()TFS
7_7- :ii' a 11r= ■ 1, DEPT" Ot pa ET 114110 BE S0010II4 Cr4 PLAH'ar•
Luy Y to be,�.,31,.I,. I(!, -A" :Ono FC►R OEPIH GREATER THAN IC' USE SrAr10AVPO
-� - tail *drl cwr 7 -•-. _
/ 2. THi -M' DMNE,604 SHOMN ON THE STAM04"S
AAA $P£C EK? C1Hi rlf PLANS WILL BE
J4 A NE ti i Pw TIE Nlot RT OF Tlf. OUT:Al. L
CAST GALY. PIPE TO THE TOP OF THIE STRICILIRE.
,��
c - rl'U"" STEEL _ (p,t 4lAr PLAN '11' DINESS1CH1'S ARE APPROXXAATE Oi4-* TO" ESTMAIII PuItPd9fs PM THE ACTUAL
DIME'•v'S1^u445 51•IAC.L tit 0tTtA%dV*d OW TIME
ftihsel +� .{ 3 fit. 45.6111f. CONTRACTOP FROM FIELD C04CI't0►45.
3 a e fhtws-+C ineluay slnud"9 Web IA 3, "-1,4 SH'LCfl1u` {tI THE P(ktS TrF tivERT ra
--- 1.Ma o+t•Irriar th4fa•'_twgI TD B: SHAF'EO tI ACCO6'J,lAv171 MrtII ' )XMANC
...-..- .. ..-
10 rho IS• 1 THE COST OF FU I tSIM AM PLACING ALL
4ATERIN_S iNUIXCI11A1. TO Ttf SNIPING IS TO 6E
1} *11CLO)ED N Tv{ 90 Pli tpR mt., SrILACtiovC
'1t' r Nr Z' ++ J" 1 --/}' Y 4'• 4. IN 'tf EV041 TtI[ t(v[P T � SHE Q•?FALL
Sri 7 4fj' Lugs -'� W Slut Shea PPE iS NCHER irIAN 1t1[ ptyTTOW OF TH£
STROCFLRE THE WART Or rHE SIR,ICrtRt
4, c�slfKctl, s SuAILt �"AKII Wig+ CO NNT MORTAR T�
IN T EN1 SUANC� fT r(:t OF lwATER
-OMS
PLAN f N THE SrP.11CTLEE. Ttf L{+ST QDF' `il►NaStcN(:
AND PLACING ALL NATERvi T40DENrA. TO
t:fula R#w4vad) � ti � F C
'S1 J�OC ! llYEa N Te►E BID
e ' •" SECTION B • 8 5. STEPS AFE TO BE PRr.1V£Ea WHEN H IS 4'-0-
T QV CAIEATER. H4Q CLt.4t ; SrN S'PWAPKI ST 1.
4 OHiI NS*K FOR '' COLLAR DETAJL F. . rmts ir[W WAY ar PRECAST OR CAST 41PLACE.
CArT glom Ot Y
7 4 4 X1 a' SMOOTH i1CM EELS AT APPROIWATELY
t,,- C-t 16 BE PLACED N ALL AREAS AtMACENT
D rO AW110I C(t1 Cfttlf To 14iE1LNT
ttSrdrp4 CaCt 2•-6. SETTLEMENT• N LIEU Cf DMKLS A 7-14-
p 417tH MAN+ of Pg0ViXED. SEE SIMMARO
-, 3iE wrorlM T-�-'� 1-INI. 5, 4 FOR ALTER4ATE rSrC4.
weep hole ?I
s ♦
n 4
3
!sr a pq.r 9
+fir
(CI�
cv
0.
3' D(Alli MEEP HOLE 'dFTH t2`l12' PLASTIC
HAMMAAE CLOTH I/j' IES•H DR GALVAHM.
'm
y�
1
C
d' ^-4" lepl:4 Mpar.
�OJ���I
STEEL WFTE.M4MM i►W- 01AWr(A o.03%
wluBEP. 4 1E94 44ARUWAPE CLOTA NKH OKO
s c 1:.
rN
j
t2-
ti
PER. .7.9 y
MS ■fill m'hN
,.
i��SHH�
nn
�IQI-IrICI
r
9.
T*wy TO THE O-,TSIDE Or Trc STRLtG1URE.
CAST I4 F+LACE CONCRETE IS 70 IW GAS% 0
E E
u
uuj
�JU
Uuu
_j
"00 V&t. PRECAST CONCRETE tS TO BE
NN
^
+
BURNS
tO..WY
ALTERNATE. AETH005 OF AJ4C.HC4tA{E
�•
e
{t
rI
Qgi
rHl ICASN I+t1N
WAY BE U13 UTUIEYAL # rlt ENI VO
w
I
I
MSY AASS5LF4"�.^.MT REPEON..H
fifi_' I
-
iii
SECTIi A -A
'�1���v .��
CONCP•E T E oumi r' TIES FOR MIN, DEPTH
1;' ecr'•efald pipe - i.r4O Cu.Vdt. Contratr
SECTION C-C SECTION r-D:
15" to -vale p;oe - 1.1Si8 Cu Ydt Co*wr414
19' CMtfett "t N620 Cm Yds CMM-R1R
14' eftwate pipe t617 Cu. Ycls, Cantrete
GRATE DETAIL
Add 0.r69 Cu. *fis. per
otdliiond'aat cr 8!plh.
APPwTyIUA1E /tit
Cost vm,,,
Gate 363 2 t8 fit
-- STANDARD DPOP IWE T
12'' 4 24 PIPE, MAXIMUM DEPTH (H) lCY
.. _ WG=ILA rtPARTW►,NI ff rRAhStl ]RTAt KSK .._._..... .
9(fiTtli
11EtEP(4CE
233
301
REVTSFD 7101
SEE SIANDARAD Sr,=1FOR APPL'C.Q3LT7Y CF SAFETY SLABS.
STANDARD MH-1 irOTE•
PRA4C !+ 'COVERTIE OP OF WASOWY IS TO B Wry1� '�JFi►C,1[NTLY LOW TO PERIAT PROPER
AWISTMENT OF COVER AND FIiALf TO
WADE BY THE USE OF MORTAR OR
` WCK AS WCCFD Illy IIME FHQ4EER-
151•IEE T ► C'r 5
•-rrrrr;���r�..�
I3FLAT 'tr/r �srs•�_
1 Jrl1.�MEt�f
P AS DIET
I� •.
Y
IV ///Mm
No i.
am a
t...;.:
.
+frrrrl/.7/l�11•� .�Y
•�••• r'frr'►tAw S
'Ur/t}r rtr. I��
YtttrrlttfrLwetl��tt��l
ti: ►2/ 45'
is
SECTION B-8
13RICX CONCRETE
OR
CONCRETE BLOCK
HALF PLAN VIEW
IMiTH FRALE A*Z COVER. REMOVE-0)
BRICKS CONCRETE
NOTES,
1. TAJAWITItS "WIN AMC /fiat NA-11IO(£
MITI OUT S. TW AMOLNT DiSPLACED
gK P1PE5 w,AST 9E pE4tICTEF TD
OBTAIN TRUE 4UANWILS,
2. A SASE FNLjpE$S OF Or PAS USED HN
COMPUTING CONCRETE QUANTITIES,
3.INCREMENTS TD BE ADM F(W EACH
AWTV)kk FOOT OF DEPTH.
4, wATER1Al9 NAY BE BRICK, CONCRETE OR
AAf OVED MICREIE wA IgI.E EiI -
5. r 01,00*5 ,APE LISM TiE MINI N
THICKNESS OF SAME IS 10 OE 5",
OTtl R TtiCKNESSES ARE TO CONFORM
to 1 AL% TtrtthES_t 'TP0wh FOR
CONCRETE-
41, ALL CONCRETE TO 8E CLASS A7.
r, voi SPECf1ED ON PLANS THE
HV£Rl IS TO Or SHAKO N
ACCCF37ANcE WITH 5TAMDAtdJ is-T
MANHOLE FOR 12" - 48" PIPE CULVERTS
VRQW"A KPARTt ENT OF TRANSPORTATM
T/43LE OF GUAII 'ITCS
CEPTH
BRICK ~LANHOLE
C!)NICRETE
I *&TOLE
HaRrdf
CONCRETE
CONNETE
FEET
THO( W35
CU. YANtYS
CU. VARD;
4
0.5
0.7
IA37
5
0,
0.785
R69s
4
0.4
q t5
iOIL,
7
LO
D.7215
8.223
a
1.2
0.700
214M
ID
1.+
M785
2.747
in
AB
O.Ta5
3.IJ1yII
11
s,9
0-070
3.455
12
2,2
0.970
.3,611
13
2.5
.41Ta
4.172
9r
2.6
0.97D
♦ 41
t5
3.1�
0.970
4.9030.970 4.903
_
t7
4.a
t173
^ 2
I0►CREtEt4T
4.45
75 10 11
750
1.5' MIN CLEAR
745
740
I
U
Cr
00 1-
DO c3i
�CD II
O
7G +O>
W O I_Z
►I
755
750
74511
t- 00 °O
= r` 11 II Is,
n:(D if zzp
�+O»>
,nol_zzz
00
cl� �
1�
co IN
t�
II O
O
+C�l>
NI-Z
0+00 0+50 1+00 1+50 2+00
STORM SEWER PROFILE
-- ---
X.
GR
DE
P OP. GRADE
I
i
141 I @ 0�-90
�
15
i
I CPP
��6
I
1 a5' MIN
(CLEAR
5
ADJUST
EX.
11
2.
4
a
UTiLITE
S TO
5"
p
PRdw
-
----
-
-
-ADEQU
ATE__
8'
C� 12.75
%
EX. 6,' UGE CONDUIT
CLEARANCE
STA+80.10
1
CPP
coU
t`�
I
U N
U N
m
On
U') d
1-,c�
O�
d-
Oft\
I
a ry
IL
r� II
N
I
o
��
r II
c�
t3 C]
�
I I O
p r�i
II z 0
6
C) »
w
+ c)
r) Od
1- Z-Z
W C>
I-
\ 1 / (2 C3
PROP.
GRADE
I
LL
-
-
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