HomeMy WebLinkAbout27-10 Busy Beez Daycare - Daycare - Stonewall - Backfile (2)CENERAL NOTES VV 0 T CENERA L NO TES
1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia
County construction standards and specifications and/or current VDOT standards and specifications. Degartment of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion
an Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of
2. Measures to control erosion and siltation, including detention ponds serving as silt basins d a discrepancy or conflict between the Standards or —Specifications and Regulations, the most stringent
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construction, must be provided prior to issuance of the site development permit. The approval of tfese plans shall govern.
in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and
Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
3. A It must be obtained from the Office of the Resident Engineer, Virginia Department of Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
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Trans Lton V3. When working within VDOT r ight-of-way, all traffic control, whether permanent or temporary, shall be
(VDOT� and Frederick County prior to construction in existing State right-of-way. in accordance with the current� edition of VDOT's Work Area Protection Manual. Furthermore, all traffic
4. AIDDroval of thi Ian does not guarantee issuance of an entrance permit by VDOT when such permit is control flaggers must be certified in accordance with Section 105.14(c) of the VDOT Road and Bridge
es F1 I
requir4d under Stat aw. Specifications. be re
5. The exact location of all guard ralls will be determined by VDOT personnel. A Joint inspection will be V4 The developer shall sponsible for relocating, at his expense, any and all utilities, including
held with the Develo er, County Representatives, and Representatives of the Virginia Department of traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies.
Transportation (VDOT� to determine if and where guard rail and/of paved ditches will be needed. The It is the sole responsibility of the developer to locate and identify utility facilities or items that may be
develo er will be responsible for providing guardrail and paved ditches as determined by this joint inspection." in conflict with the proposeidign.struction activity. VDOT approval of these plans does not indemnify the
Ref er �o developer from this respons b ty
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Design features relating to field construction, regulations, and control or safety of traffic may be
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a subject to change as deemed ne'cess,r . by VDOT. Any additional expense incurred as a result of any field
representative of the developer must be available at all times. revision shall be the responsibility of Zhe developer.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land
Control Devices (MUTCD). use permits for any work within VDOT right-of-way.
8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and
embankment. held by the engineer and/or developer with the attendance of the contractor, various County agencies,
9. All pavement sections on the approved plans are based on a ndnimum CBR value of 6. CBR values less utility companies and VDOT prior to initiation of work.
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any
indicated on the plans and as required at the field inspection. required or requested inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
be minimum 6" diameter and conform to VDOT standard SB-1. ublic roadway via a construction entrance that is constructed and maintained in accordance with
Nection 3.02 of the Viriinia Erosion and Sediment Control Handbook. Furthermore, access to other
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than properties affected b his project shall be maintained through construction. The Developer shall have,
one litter receptacle shall be provided at the construction site. within the limits of ?he 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
13. The contractor shall provide ade uate means of cleaning mud from trucks and/or other equipment prior and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly
to entering public streets, and it is tT e contractors responsibility to clean streets, allay dust, and- to take rectified.
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the
14. Notification shall be given to the appropriate utility compay end of construction.
I prior to construction of water and/or
sanitary sewer lines. Information should also be obtain-- ____ he appropriate authority concerning permits, Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum.
cut sheets, and connections to existing lines. thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at
15. All sanitary sewers and water mains and appurtenances shall be constructed In accordance with the conflict points.
current standards and specifications of the Frederick County Sanitation Authority. V12. Any unusual subsurface conditions 1(e.g., unsuitable soils, springs, sinkholes, voids, caves, etc
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the encountered durm* the course of construction shall be immediately brought to the attention of
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed engineer and VDO? Work shall cease in that vicinity until an adequate design can be determined by the
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved by VDOT.
utility verification and the proposed construction. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
17. The developer -Will be responsible for any damage to the existing streets and utilities which occurs as a representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
result of his construction project within or contiguous to the existing right-of-way. esent to insure the sample obtained is representative of the location. When soil samples are submitted
for private laboratories for testing, the samples shall be clearl
18. When grading is proposed within easements of utilities, letters of permission from all involved companies v identified and labeled as belonging to a
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site project to be accepted by VDOT and that testing- shall be performed in accordance with all applicable
development permits. VDOT standards and procedures.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shaR be
project. The relocation should be done prior to construction. compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99
Method A, within 1 or minus 2% of optimum moisture for the full width of any dedicated street
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected right -of. -way. At flh�us direction of VDOT, density tests shall be performed by a qualified independent
in accordance with state law. In the event gravesites are discovered during construction, the owner and agency in accordance with VDOT Road and Bridg� Specifications. Certified copies of test reports shaLll be
engineer must be notified immediately. submftted to VDOT daily, unless specified otherwise.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the specified by VDOT.
approved Plan.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per -,standard VDOT minimum design standards and is the responsibility of the developer.
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Fredexick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements In this note. 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
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed the Manual On Uniform Traffic Control Devices.
excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to
commencement of excavation or demolition. Names and telephone numbers of the and operators underground V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
utili9v lines in Frederick County appear below. These numbers shall also be used to serve in an emergency start of construction. Copies of all invoices for materials utilized within any dedicated street
condition. 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.
24. All utilities to be located underground.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. 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 checkin& stones depths, a VDOT representative shall be notified and given the opportunity
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. to be present during e con truction and testing of the density control strip.
FCSA CONSTRUCTION NOTES V20. A halt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and
Bridges9pecifications. Density shall be determined using the densitv control stri as specified in Section
315 and VTM-76. A certified compaction technician shall perform these tests. Ceprtifiecr copies of test
reports shall be submitted to VDOT daily, unless specffie& otherwise. A VDOT representative shall be
1. The Authority's Water and Sewer Standards and Specifications are available at notified and given the opportunity to be present during the construction and testing of the control strip.
www.fcso.-water.com <http://www.fgsa-water.com - V21. In accordance with Section 302.03, the foundations- for pipe culverts thirty-six (36) inches and
2. The water and sanitary sewer portion of the plans are valid for three years from date of larger shall be explored below the bottom of the excavation to determine the type and condition of the
FCSA approval. foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for
3. The contractor shall adhere to the Authority's standards and specifications in effect at the approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard
time of construction. PB_-I. Where soft, Yielding, or otherwise unsuitable foundation is encountered, the foundation design
4. The contractor shall coordinate with and arrange for inspection by the Authority. and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.
5. The contractor shall connect a new sewer line to an existing manhole by core drilling the
manhole. V22. The foundations for all box culverts shall be investigated by means of exploratory bormigs advanced
6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. below proposed foundation elevation to determine the type and condition of the foundation. The
The Authority shall furnish all needed material and make the tap. contractor shall submit copies of borehole logs and report findings of foundation exploration to the
The contractor shall submit an Application for Wet Tap and pay the required fees. engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT
7. Exact locations of water and sewer services on new lines to be coordinated with the Road and Bridge Standaff PB-I. Contrary to the Standard, where rock is encountered and cast -in -place
Authority's inspector. box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise
a. The Authority's maintenance division shall furnish and install all water meters through 2 unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
inch in size. It is the contractor's responsibility to have the meter box assembly installed be determined by the engineer and approved by VDOT.
correctly. Before a permanent meter is installed: V23. Approval of these plans shall expire three (3) years from the date of the approval letter.
a. The meter box, with its frame and cover, must be properly aligned with the
coppersetter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as
b. The frame and cover shall be set to final grade. specified by VDOT.
C. The distance between the top of the cover and the coppersetter shall be between
18 and 21 inches. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
d. All components of the meter box assembly shall be in proper working order. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT
9. For services that connect -to existing lines: after grading is mostly complete.
a. The Authority shall furnish and install:
1. all 5/8"x3/4", 1". 1 %" and 2" water services FIRE MARSHAL'S NOTE
2. all sewer services. Fire lane markings and signage:
b. The contractor shall: Any "No Parking" signs and yellow painted curb locations will be installed
1. coordinate the location of the service lateral with the Authority's engineering by field inspection at the direction of the Fire Marshal's Office.
assistant
2. submit an Application for Service and pay the required fees.
10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as TRIP CENERATION DATA
required). The assembly must meet ASSE standard number 1015 or 1013.
CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD
11. All fire lines must have a backflow prevention assembly (detector double check valve or
T?P7 as reniiired) The assembly Shall meet ASSE standard number 1048 or 1047. Anv 110 AUTO BODY 4,200 S.F. BLDG. OF 1000 S.F. WEEKDAY: 6.97 x 4.2 29 TRIPS
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. The Authority shall review the mechanical plan(s) for design and material approval of a
building's:
a. Domestic water meter and its backflow prevention device, and/or its
b. Fire service line's backflow prevention device.
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to
Operate and a copy of the stations DEQ approved O&M manual. These documents must be
received before substantial completion is issued and water meters released.
rp L Y
HANDICAPPED PARKINC N0.1 Z
Handicapped parking spaces and a -isles shall slope
no greater than 2% in all directions.
PG. 99
565
PG. 1038 & 1039
LECEND
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR 330
PROPOSED CONTOUR 400
EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
TRANSITION TO REVERSE CURB ...... .......
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE
EXISTING STORM S9M
PROPOSED STORM SE M
EXISTING SANITARY SEM
PROPOSED SANITARY SM
KOTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE
EXISTING GAS M
PROPOSED GAS LINE
PROPERTY LINE
KWTING EASEMENT LINE
PROPOSED EASEMENT LINE
EXISTING TREE LINE
FLOT IINE
FENCELINE
EXISTING UTUM POIE/GUIDE TIRE
U 4
EXISTING TEIMHONE PEDESTAL
F]
EXISTING TATERLINE W/ TEE
i T
PROPOSED TATERUNE W/ TEE
iTi
0
EXISTING FIRE HYDRANT/VALVE/METER
r& 0
PROPOSED FIRE HYDRANT/VALVE/METER
r,& 0 (D
PROPOSED REDUCER
SIGNS
PARI(ING INDICATOR Al2
INDICATES THE NUMBER OF TYPICAL PARIONG SPACES
HANDICAP PARKNG
VEHICLES PER DAY COUNT
PROPOSED BUILDING ENTRANCE
PROPOSED SANITARY LATERAL CLRANOUT
VICINITY HAP
SCALE: I" = 2000'
SITE
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C."nly. WV
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C-0y.
Virginia
SHEE T INDEX
SHEET 1. COVERSHEET
SHEET 2. E&S CONTROL 1& 11 AND SWM CALCULATIONS, NARRATIVE
SHEET 3. SITE PLAN
SHEET 4. LANDSCALING PLAN
SHEET 5. PROFFERS & IGSC DETAU.9
SITE PLAN APPROVAL
NAME
DATE
SITE PLAN NUMBER
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
-PR-OJECT INFORAM TION
SANITARY MANHOLE IDENTIFIER G) PARCEL IDENTIFICATION NO,
STREET ADDRESSO
STORM DRAIN STRUCTURE IDENTIFIER PROJECT SITE AREA.
DISTURBED AREA:
CURRENT ZONING
EXISTING SPOT ELEVATION X CURRENT USE:
PROPOSED USE
PROPOSED SPOT ELEVATION SETBACKS:
X FRONT PRIMARY RT .11
REAR
LIGHT POLE NORTH SIDE
SOUTH SIDE
MAXIMUM HEIGHT
SUR VUY AND TOPOCRAPHIC INFORAIA TION
1. Boundary survey was performed by:
TAKEN FROM AVAILABLE RECORDS Dated: 2010
2. Aerial, horizontal and vertical control surveys were
performed by: GREENWAY ENGINEERING 2010
(Year)
3. Aerial topographic mapping performed by:
Dated:
APPROVAL
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
Project Name:
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33�((A))-93 ALL SIGNS SHALL CONFORM TQ-, 0
"" �,, h Lic. No. 22637
4489 MARTINSBURG PIKE SECTION 165-201.06 OF -THE,"- it I Z 10
0-6152 ACRES FREDERICK COUNTY SUBDIVISIUJ�1` -Z-Z� 0
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AND ZONING ORDINANCES lop
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CHURCH ALL BUILDING HEIGHTS SHALL CONFORM
TO SECTION 165-601.02 OF THE
DAY CARE FREDERICK COUNTY SUBDIVISION AND
REQUIRZ, D PROVIDE ZONING ORDINANCES
50' 71.50
OP 107' ALL SITE LIGHTING SHALL CONFORM
ot 42' TO SECTION 165-201.07 OF THE
of 25' FREDERICK COUNTY SUBDIVISION AND
35' 35' OR LESS THAN ZONING ORDINANCES
IANDSCAPED AREA CALCULATION
3U3- &&"93 - 0.6162 AC or 26,798.11 SF
L ED AREA REQUIRED 15X - 0.0923 AC OR 4,019.71 S.F.
LANDSCAPED AREA PROVIDED 41.70X - 0.26 AC OR 11J91.60 S.F.
F.A-A, PALCOA71ONS
33-((A))-93 = 26,798.11 SF
PROP. BUILDING 2,206 SF
TOTAL BUILDING LOT AREA = 0.0823< 0.30
PARKING QALmAnon
Required
I space per 5 children
I space per employee
44 children occupant capacity max.= 9 spaces required
1 employee per 10 children. thus 6 employees= 5 spaces required
TOTAL REQUIRED = 14 SPACES
TOTAL PROVIDED = 14 SPACES (including 1 HC)
WATER AND SANITARY SEWER USAG
WATER DEMAND 235 GPD
SANITARY SEWER DISCHARGE 235 GPD
HOURS OR OPERATION DAYCAR
DAYCARE: 6:00am AM-6:00prn MONDAY-FRIDAY
B US Y BEEZ DA YCARE
PAINT SHOP Magisterial District:
DAY CARE 2,205 S.F. BLDG. OF 1000 S.F. AM PEAK HR: 13.56 x 2.2=30
PAINT SHOP - PM PEAK HR: 13.98 x 2.2=31 61 TRIPS STONEWALL MAGISTERIAL DISTRICT
TA1EN FROM ITE TRIP GENERATIO1 7TH EDITION I TOTAL
F_ I
UTILITY CONTA CTS
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297
(540) 868-1061 (301) 954-6282
Power: Shenandoah Valley Electric Cooperative Inc. Gas: Shenandoah Gas Co.
P.O. Box 236 P.O. Box 2400
Mt, Crawfoed VA 22841 Winchester, VA 22604
(540) 434-2200 (540) 869-1111
Virginia Utility Protection Service 1-800-652-7001
TRIPS I Owner:
Developer:
CLEARBOOK RENTALS LLC
SAME AS ABOVE
Engineer Certifying Plan:
GREENWAY ENGINEERING
PREVIOUS APPROVED SITE PLAN
#45-01(PARCELS 33-((A))-92 & 93)
Project Number:
2624
Date of Plan: (Month, Day, Year
Nov. 22, 2010
Address, Including Zip Code & Telephone No.
4491 Martinsburg Pike
Clearbrook, VA 22624
540-662-7878
Address, Including Zip Code & Telephone No.
.Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
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DATE:Nov. 22, 2010
SCALE: NA
DESIGNED BY. JNT
FILE NO. 2624
SHEET 1 OF 5
2010-34
EROSION AND SEDIMENT CONTROL NARRATIVE
Devices listed above are considered minimum erosion and sediment
Description: controls. Additional control measures may be necessary due to
This project proposes to demolish the existing church buidling contractor phasing or other unforeseen conditions. It is the
and utilize the foundation for the construction of a new day care contractor's responsibility to provide additional measures to those
facility. This upon demoishion of the old building a new modular shown, as needed, in order to control erosion and contain sediment on
2205 sf will be brought in a laid on the prepared foundation, site. All measures shall be installed according to the standards and
addtional site improvments includes parking and landscaping.
specifications in the virginia erosion and sediment control handbook.
Existing site conditions: Maintenance program:
The .6 acre area to be disturbed under this plan is currently
improved with mostly ashphalt that lies behind the existing
church building. The site currently does drain overland in some All control measures shall be inspected daily by the site superintendent
or his representative and within 24 hours after any storm event greater
areas. The remaining property is open grass yard area with a
-hour period. Any damaged structural
than 0.5 inches of rain per 24
few trees along the perimeter. Seeded areas
measures are to be repaired by the end of the day.
shall be checked regularly to ensure that a good stand of grass is
Adjacent areas: maintained. AL11 areas shall be fertilized and reseeded as needed until
This project is bounded by vacant M-2 zoned land to the north, grass is established.
Interstate 81 to the west, Route 11 to the east and RA zoned
residences to the south.
Trapped sediment is to be removed as required to maintain 50% trap
efficiency and disposed of by spreading on site.
Soils information:
-site are Oaklert Silt Loam (32B) and
The existing soils found on Inlet protection shall be checked regularly for sediment build-up. If
Frederick - Poplimen to Loam (16B). These soils have a the gravel outlet is clogged by sediment, it shall be removed and
yellow -brown clay component. cleaned or replaced immediately.
Critical areas: The contractor is responsible for keeping existing public roads in a
clean, dust and mud free, condition at all times. Also, it is the
There are no Critical areas on site.
contractors responsibility for any cleaning/removal of any sediment on
public or private roadways.
Erosion and sediment control measures
-wise indicated, all vegetative and structural erosion
Unless other Erosion and sediment control program:
and sediment control measures shall be constructed and
maintained according to the minimum standards and
I. Hold pre -construction meeting on site with inspector.
specifications of the Virginia Erosion and Sediment Control 2. Clearing and grubbing for sediment control devices only.
Handbook. 3. Placement of sediment control devices.
These areas will need to be forced to drain toward the existing
4. Obtain inspector's approval prior to beginning usage of site for
construction.
shallow swm basin for this property.
5. Restoration and stabilization of disturbed areas.
A shallow swale will be cut along the southern property boundary
6. Remove erosion and sediment control measures with the approval
draining to the storm water management area which outfalls to
of the inspector.
the swale toward Route 11.
Note: The frederick county public works and engineering department
Structural measures
Phase I retain the right to add and/or modify these erosion and sediment
control measures during the construction process, within reason, to
Control of erosion and sedimentation for this site shall be
achieved by installing the following. ensure adequate protection to the public and the environment.
1. Construction staging area.
Seeding schedule (soil stabilization):
2. Tree protection.
4. Silt fence.
6. Culvert Inlet protection 1. All permanent seeding shall be in accordance with section 3.32 of
the vesch.
Phase 2 2. Spread topsoil at a minimum depth of four (4) inches.
7. Soil stabilization through permanent seeding. 3. Incorporate pulverized agricultural limestone into the topsoil at a
rate of 92 lbs. Per 1,000 square feet (2 tons per acre).
4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000
Stockpile areas square feet (1,000 lbs per acre).
Stockpiles will be kept onsite and are to be stabilized with 5. Seed all areas with a seed mix consisting of 67% kentucky 31 tall
temporary seeding and protected with silt fence. fescue and 33% red top clover.
6. Mulch all seeded areas with straw mulch applied at a rate of 3,500
vegetative measure lbs per acre anchored with cutback or emulsified asphalt applied
Vegetative stabilization shall be uniform, mature enough to at a rate of 200 gallons per acre.
survive and adequate to inhibit erosion. Dust control:
1. Temporary seeding shall be applied to all disturbed areas subject
Permanent or temporary soil stabilization shall be applied to
denuded areas immediately after final grade is reached on any to little or no construction traffic.
portion of the site. Temporary soil stabilization shall be applied
2. All haul roads and other heavy traffic routes shall be sprinkled
immediately to denuded areas that may not be at final grade but with water until the surface is wet and repeated as needed to
will remain dormant for longer than fourteen (14) days. control dust.
Permanent soil stabilization shall be applied to all areas that are
to be left dormant for more than six (6) months.
Topsoil that has been stockpiled shall be surrounded with silt
fence and protected by mulch and/or temporary vegetation
STONE CONSTRUCTION ENTRANCE
immediately after grading.
All earth berms, diversions and sediment trap embankments are
to be machine -compacted, seeded and mulched (hay mulch or
straw) for temporary and/or permanent vegetative cover I Al
immediately after construction.
SIDE ELEVATION
steep (2:1) cut and
Erosion control mats shall be installed over
fills slope which have been brought to final grade and seeded to w-
protect from rill and gully erosion. 8
I f Too.
Management stratf "1:
Construction shall be sequenced such that grading operations will
ER0510N/5EDIMENT CONTROL LEGEND
NO.
KEY
SYME30L
DESCRIPTION
02
@
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
3.05
A( )0( )0(
SUPER SILT FENCE
3.01
STOW DRAIN INLET PROTECTION
3.08
10
6
CULVERT INLET PROTECTION
3013
TEMPORARY DIVERSION DIKE
3J0
FD
TEMPORARY FILL DIVERSION
3.11
TEMPORARY RIGHT OF WAY DIVERSION
3.12
DIVERSION
3.13
moo
TEMPORARY SEDIMENT TRAP
3.18
En=
OUTLET PROTECTION
3.20
@
ROCK CHECK DAMS
333
338
0-0-0
TREE PROTECTION
- - - - -
LIMITS OF CLEARING 4 GRADING
DRANAGE DIVIDES
Cl;?JTICAL SLOPE - CRITICAL SLOPE TO M SEEDED, MLC44ED AND TACKED
WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHN
14 DAYS AMR START
RE5FON515LE LAND D15TUR5ER
NAME:
CERTIFICATION
DATE:
THE RE5FCN5IE3LE LAND D15TURBER
15 THE FARTY RE5FON515LE POF
CARRYING OUT THE LANE) Di5TUR51Nr_i
ACTIVITY A5 5ET FORTH IN THE PLAN5.
SILT FENCE CULVERT INLET
PROTECTION
DMA"m Is T mow" F FLOW
begin and end as quickly as possible.
Toom "u"T
grading and will be seeded and mulched immediately following
OPTIONAL STONE COMBINATION
Sediment trapping measures shall be installed as a first step in PLAN VIEW
installation.
F0
YVA. mytamor
Dams, dikes and diversions shall be stabilized immediately after
construction. Am SECTION A -A
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. XT POSM AND DICNAKM A 4X4' 2. �APLJE WAW rEMCM TO THE KSM
TFeacH upKaK kaw rHE Lok
OF, POM
4
3. MACH TW rLTO FAWX M NE Wff B007U AM COW -AC THE
FV4M NO CMM IT KM TW TVVKK Dr.%om soL_
rLo W
Temporary seeding or other stabilization will follow immediate
y UM" Of FA5W NO WW Kle ME WOCK
after grading.
Areas which are not to be disturbed will be clearly marked by
0 wow
To 'su %&."I M=
flags, signs, etc. fo*I VDAry w RDW a rxpv=
Erm k4-1-H- d Stm od Fabic Mr Ibuin
The site superintendent shall be responsible for the installation SECTION 8-8 3"M Wo fr- W S.W.4 91.h ool ft DW MATE. 3.06-1
and maintenance of all erosion and sediment control measures.
Maintenance of these measures throughout the project is critical SOMAWMk"IMJMvWrd-%n"krsdammadst&radlavwwdVa&W FkkJa?-/
to the effectiveness of the program.
All temporary controls shall be removed within 30 days once no
longer needed. Trapped sediment must be trapped and stbilized.
After areas above controls have been stabilized, the controls shall
be cleaned up and removed.
Electric power, telephone, storm, sanitary, water & gas supply
trenches are to be compacted, seeded and mulched within five (5)
days after backfilling. No more than 500 feet are to be open at
any one time.
All cut and fill slopes are to be seeded and mulched immediately
from completion of grading.
Drainage swales shall be stabilized with check dams until
vegetation has been well established, at which time the check
dams shall be removed.
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn Per Acre
- Commercial or RlpsIdentlat 200-250 lbr.
- Kentucky 31 or Turf -Type Teti Fescue 90-100%
- Improved Perennial Rylegrass A 0-10%
- Kentucky Bluegrass 0-10%
Hiph-Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use In Virginia. 125 tbs.
General Slope (3-1 or less)
- Kentucky 31 Fescue 128 tbs.
- Red Top Gross 2 klos.
- Seasonal Nurse Cropwo 20 tbs.
Low-Maln-tvnance Slope (Steeper than 30 TM_TET5_
- Kentucky 31 Fescue 108 ties.
- Red Top Gross 2 ties.
- Seasonal Nurse Cropwa 20 tbs,
- Crownvetch wow 20 tbs.
150 ties
o Perennial Ryegrass wilt germinate faster and at lower soil
temperatures than fescue, thereloy providing cover and erosion
resistance For seedbed.
:N U:e seasonal nurse crop In accordance with seeding dotes as
to t d �etow. March, April through May 15th Annual Rye
May 16th through August 15th FoxtaK Millet
August 16th through Sept.,Oct. Annual Rye
November through February Winter Rye
woo If Ftatpea Is used, Increase to 30 tbs./acre. All legume seed
must be property Inoculated. Weeping Lovegrass may also be
Included In any slope or tow-maintance mixtures during wor�er
seeding periods) add 10-20 tbs/acre In mixes.
SUMMARY SWM Pond
ORIGINAL PRE DEVELOPMENT RUNOFF
Q2 111� F= 2. 10 CFS
QIOPRE= 2.86 CFS
QIOOPRE= 3.99 CFS
J("14NCON
A
N Nct:
1
111 iIl ,, / 1 1
i
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CONTRACTORNOTE5
2
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DEMOLITION OF STRUCT 5 SHALL
It INV),
WITH!'THE vIFRG IA UNIFORM
`� , I -
CLEAFtW �!,Nv'tbMPLY
STATEWIDE BUILDING C DE AND
; V I -7itA.i 1�>
SECTION 110, 111, 112, AND 13 OF THE
5OCA,NAfIONAL CODE
0 R6 SHALL
INGRESS EGRESS
I I
NOT BE OBSTRUCTED URING THE
DEMOLITION PHASE.
CONT"r-TOR SHALL ERIFY ALL
EXISTING UTILITIES HO IZONTAL AND
VERTICAL LOCATION RIOR TO
START OF DEMOLITIO
I UN If
A
D E ANr
13 7 TI_
AL L
"'RING THE
_Y A
LE
-IF LL
F
IZONT AL A�
RIOR
To
__j
EROSION & SEDIMENT CONTROL PHASE I
/'N I-
N
M
P /1
I f
;N"' NZ('11'.J., i,16
INV
6 11.33
J
4,
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7
A
C40�*TMJCTION
L"m op STAGM
Vf, ARFA
11"Oliv
EKi6TM WALLOW ft"
PIN, CI
A i F_<
N,'3: 4 CLE.4,"
GKACW
POST DEVELOPMENT RUNOFF - - ---------------- ____
Q2pos,TsITE� 2.77CFS
QI 0110STSI'I`E� 3.78CFS
QlooI,os'I-sI'I,E= 5.26 CFS
EROSION & SEDIMENT CONTROL PHASE 11
ASBUILT POND
CONTROLLED RUNOFF LEAVING POND & HIGH WATER ELEVATION
Q2P0ND= 0.42 CFS & 620.27
Q10POND= 0.55 CFS & 620.48 Stormwater Control Narrative
STORMWATER MANAGEMENT REQUIREMENTS MET SINCE THE 10-YEAR POST Storm runoff from this project is controlled to an off -site dry shallow storm pond which
DEVELOPMENT RUNOFF RATE LEAVING THE PROPERTY IS LESS THAN THE 10
was built for the auto facility and the subject property with the previous site plan #45-01,
YEAR PRE DEVELOPMENT RATE.
this swm pond is situated to the west of this site. The the increased impervious area for
this proposed development contributes an additional 1,778 sf of runoff from the propsed
IMNOFF COEFFICIENT CALCULATIONS parking area on the west side of the building. The existing shallow pond was asbuilt with
PRE DEVELOPMENT C =.32 this development and modeled to reflect the increased runoff. The revised results
LAND USE C VALUE AREA C(AREA maintained pre to post development runoff rates therefore acheiving adequate storm water
OFF -SITE UNDISTURBED .25 54,880 SF 13,720 mangement for the subject properties.
ON SITE -IMPERVIOUS .9 10,950 SF 9,855
ON-S ITE- UNDISTURBED .25 34.500 SF 8.625
TOTALS 100,330 SF 32,200
WEIGHTED CN VALUE = .32
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MARK D, SMITH
Lic. No. 22837 )P�
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DATE: Nov. 22, 2010
POST DEVELOPMENT C =.33 SCALE: AS SHOWN
LAND USE C VALUE AREA C(AREA)
OFF -SITE UNDISTURBED .25 54,880 SF 13,720 DESIGNED BY: JNT
ON SITE -IMPERVIOUS .9 12,728 SF 11,455
ON -SITE -UNDISTURBED .25 34.500 SF 8,625
TOTALS 102',108 SF 33,800 FILE NO. 2624
WEIGHTED CN VALUE = .33 SHEET 2 OF 5
2010-34
0
FREDERICK COUNTY INSPECTION NOTES:
z
BUILDING SHALL COMPLY WITH 2006 UNIFORM STATEWIDE BUILDING CODE (USBC), SECTION 308
14 —INSTITUTIONAL — CHILD DAY CARE FACILITY 12 % YRS OF AGEJ, OR SECTION 305 E—EDUCATION USE
M
CONCRETE BUMPER CURBS
12 Y2 YEARS OF AGEJ, OR BOTH OF THE 2006 INTERNATIONAL BUILDING CODE (IBC). BUILDING SHALL
PAVEMENT AREA
Uj
0 z AND FACILITIES.
:3 ALSO COMPLY WITH 2003 ANSI A117.1-03 FOR ACCESSIBLE AND USABLE BUILDINGS
GRASS FILTER STRIP
treated 2x 4"with top 6' painted blue
treated 2" x 4' post
concrete skid pad LL a: wl top 6" painted green
18'x 1 B"x 6' deep 0 W
CL ASBESTOS INSPECTION AND A DEMOLITION PERMIT IS REQUIRED FOR REMOVAL OF EXISTING
0 7
Uj
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V coupling (PJ X FIP) and
MIP plastic plug on 6' tall piece
24*
T
29 cr
a_ 18, STRUCTURES.
finished grade cc
J U 4- PEE GRAVEL DIAPHRA—M
PROVIDE GEOTECH FABRIC
meter box
and cover 18"
finished
�L 4 PROPOSED SINGLE STORY 2205 SQ FT BUILDING SHALL COMPLY WITH HEIGHT AND AREA OF T503 IBC
1;.,MA0965=.
& E—EDUCATIONAL ARE REQUIRED TO BE FULLY
ON SIDES AND BOTTOM 12'—
OF TRENCH — 8" STONE & SAND MIX
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grade 36* 1--sldewalk— 36" —1
WITH APPLICABLE INCREASES. ALL I —INSTITUTIONAL
11
screw -type roadway box -------- SPRINKLERED OR DOORS AT GRADE EXITING CLASSROOMS ARE REQUIRED. ALL REQUIRED EGRESS SHALL
I
0
7..
with lid marked"SEWER'
6" stone BE ACCESSIBLE, ESPECIALLY DIRECT EXITS FROM CLASSROOMS. ACCESSIBLE EXITS SHALL BE
TO DAYLIGHT
ro
00
meter by
CONTINUOUS TO A PUBLIC WAY VIA AN ACCESSIBLE ROUTE.
UNDISTURBED SUBGRADE
C\1
C\1
4
-.t
38"
36'
minimum HANDICAP PARKING PROVIDED AS REQUIRED. HC PARKING SHALL NOT EXCEED 2% SLOPE. HC SIGNAGE
FILTER TRENCH
01
0
C\1 -
48" 48"
12 gauge Insulated solid SHALL BE PROVIDED AS REQUIRED BY THE USBC SECTION 1106.8. WALKWAYS SHALL NOT EXCEED 2%
3" min. stone
copper wire for line tracing,
taped at 10 foot intervals SLOPE. WALKWAYS EXCEEDING 2% SLOPE SHALL BE DESIGNED AS HANDICAP RAMPS.
INTERCEPTER DITCH D ETAI L
....... .... .... surrounding . ......... .....
.... ...... .. ...... . ......... ..... .
....... . ..... * .........
........ box . ......... ......
force
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. ......... ....... .......... .....
............. .... .......
....... ..........
main SDR-21 SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF THE IBC SHALL APPLY TO THIS TYPE OF
(NOT TO SCALE)
........ ......... 11' CTS polyethylene ..............................
................... ............... .......
.... tubing (PET) 200 .... ........... ............ 12"
2" corp. stop (6 ft. m
.0 Ivent weld cap
STRUCTURE. (SOILS CONCRETE, STEEL, ETC.)
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9 0
psi with SS Inserts ........... .
at all connections ...............
.............
.........
.............
Opposite Sid ............
m n-
................. 'AL ............. 4j
........ 1."': ......... ,: ...
............. 6" stone
... ........... ...
. ......... .... ........
...
I
5AN.VA -VE. selis3
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saddle with ....... ........ ..
. . . . . . .
........ ........
:. -:* .
... ......... ...... .....
...............
.......... .... ......... ..... ....... .................
-4
E�
corp stop .. . . . . . . .
12 gau e solid Insulated
.........................................
coppe wire for line tracing, stone ........
saddle Fl. pack Joint 2' MIP x push joint D.I. adapter
coupling with D.I. knuckle Joint restraint
E
F RANT
taped at 10 foot Intervals
2" ball valve wfth 2' square operating nut
2. CTS polyethylene tubing (PET)
200 PSI w/ SS Inserts at all connections bricks
6FL7
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IL4 IL4
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Same Side
Q)
INSTALLATION NOTES:
1. Exact location of meter box assembly to be approved prior to Installation.
INSTALLATION NOTES:
1. Exact location of roadway box to be approved prior to Installation.
2. Water service crossing street:
a. Encase In 3" diameter SCH40 PVC or SOR21 pipe. The piping shall run from one foot beyond sidewalk, across the
2. Sewer service crossing street:
a) Encase In 4" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the
street, to one foot beyond sidewalk.
b. Install 12 gauge solid Insulated copper wire (for line tracing) from corporation stop to Into the meter box [wrap wire
around corporation stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box; wrap around
street, to one foot beyond sidewalk.
b) Install 12 gauge Insulated solid copper wire (for line tracing) from corp. stop to Into the roadway box [wrap wire around
PET 10 foot Intervals; into box terminate top box
6?101
bottom of angle ball valve; terminate with 12' tail piece].
corp. stop; wire to be taped to top of at come up roadway and at of
just under lid.
1 617 7 6
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
11
x 3/4", 3/4" AND 1
HIGH PRESSURE FORCED SEWER
617
INV.=(
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METER INSTALLATION
SERVICE LATERAL
X 6W
0
1
-8- FEB 09
-25- FEB 09
EX.5TM. 511R.
10' HIKERA31KER TO END TOP=62101
CHERYL JOHN50N AT PROPERTY LINE INV.IN=(o15.S5 (15")
TO BE BUILT MR DETAIL ONI SHEET 5) INV.111=611.41
U6E: VACANT INV.0UT=(oI13.3
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X WA 19-70 X, I- P
A6 FEQUIRED CONTRACTOR SHALL
7 MILL AND/OR OVERLAY TO PROVIDE
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OP
....................
SMOOTH TRANSITION AND POSITIVE 0
LIMITS OF IWs 4! CLEARWG —620 01
DRAN46k > I'm CIG-11 I , fR05Y 4 KIM5EIRLY WENDELL
STOP BAR E IS C14
y fP01"; ;TV1619.32 END CG-bR CURB TRANS REMOVE-,,,,,,
BEGIN CG-2 /ZFROX 7 Ue)E. IRE51DENTIAL
AS CONTRACTOR 0-44ALL
...... L ..........
REQUIRED X 6M4
MILL ANDIOR OVERLAY TO FROVIDE
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07 1� 5 1: J_j N
MARK
D, SMITH
Lic NO.
N _A NOSE-
62IT7 _LATE5V_ EXIST
1j 14" A - I STOP'
, � —I/& . -ONC, STOOP
5'XIO' C
Tj
1IL45
22837
If
I
- V,1 SIGN
211 AS REIGUIRED CONTRACTOR SHALL %.j E MC
WORF ASI MILL OR OVERLAY TO TO E DW15544E t k END CIS
W
7r. -WALL
x 6-M.7
X 4i*L3 CREATE "TIVE DRAINAGE Y2 571, AT -ERN L
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ik;TMO�,7= ASPHALT 411L Z�
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CONCkIETE 5LMI-ERS 2 212'2
I -STORY E31JILDING HC 61&4 (Tyr.
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V9 2,20E� —6F
X U3 GATE VALVE - I — __r
0 No FF=621.710 L INV- 62 25 jCf -13 -1-
L /'��Al ;+ k M.-I
i-�LIMITS OF!,'C*PAD LL la
4 CLE
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t ON BOARD CIO , — —
0, 0. LATERN (tW) (�Pl 'n — 101
iiv__-- 0 0 o4w
CONC. FAD Ex TOM
To W Raivyw
_IX67 101, 6P320 X
'�� [01
LIMITS OF GiRADING 4 EARWs CAT "/5 '1 1
IiL3
RACTOR SHALL
I I� �SA LINES,
\TIE I TO FC
X f,-,P-A
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car. (z X 6cu3l
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pA0 ATE�
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MAIhL
AL T" %W) CG_2
t 6 F. M�
2' NOSE -DOUP-4z.) 3' 545 FENC-ED j iD 2m FORCE MAIN
[
CU OUTDOOR F�,,AY�GRCUND
NY
0 X 6"A
P I N Nytgp 20
x 1 �a[
117�4 - _
6PIM -.2
FrI \ \ I _11:11 I -
(on PMAL'RO 04WT)
/AAWRIED CIONTRACTOR SHALL -BOTTOM ELEV-61511
GRADE AREA To FROYIDE POSITIVE JX4- rT_*
TO IN 2 FRIELOI 4" CIII
DRAINAGE EI FUM1*
11 (SEE SHEET 5 FOR DETAILS)
QQ Ws 4 CLEARINIG
I IMITS OF 6RAD
IN\/,::(oI9.I0-(4"
—V'HIKER/54KER TO END
AT PROPERTY LM'-.'
TO BE BUILT nR bETAIL _-H`EET r,)
6 F ea
R05Y 4 KIM5ERLY WENDELL
U5E.- RE61DENTIAL
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CONTRACTOR NOTES:
1. ALL UTILITIES SHALL BE
LOCATED UNDERGROUND. CONTRACTOR TO
COORDINATE WITH UTILITY PROVIDER FOR TIE-IN LOCATIONS.
2. CONTRACTOR SHALL FIELD LOCATE EXISTING DRAINFIELD AND ABANDON PER
FREDERICK COUNTY HEALTH
DEPARTMENT REQUIREMENTS.
DATE:Nov.
22,
2010
- 2,:2�.3.231 3. CONTRACTOR TO COORDINATE WITH FCSA LOCATION WATER LINE AND SANITIARY
SEWER CONNECTION LOCATION.
S C ALE: 1 2 0'
4. FOUNDATION WATER PROOFING AND DEWATERING DESIGNED BY OTHERS.
DESIGNED BY:
JNT
FILE
NO. 2624
20 10 0 20
40
SHEET
3
OF 5
SCALE: 1 20'
2010-34
rX4'X4'-S' SLATO, 2-FINISH NAIL AT
TOP AND eOTTOM
2'X4*X4'5EAI1S. TOE NAIL TO I
4"X4'XD' FOSTS
M—,�
I- PRESERVATIVE STAIN ON ALL WOOD�
COLOR TO MATCH THAT CP BLDG.
2. FINISHED SIDE OF FENCE $HALL FACE
ADJOINING PROPERTY, IF APPLICABLE.
CZ)t-rACTED GRAVEL
WQC�) FFENCE IDETAI�
FOfR E30TH E)UMf=6TEfR FHNGL-05UIREE��� �T �FN�CING
NOT TO SCALE
TYPICAL PLANTING DETAIL-- EVEfRGf;ZEEN TREES
(NOT TO SCALE)
9
TREE LEVEL AND FLUMM-5TRAIGHTEN
ER SETTLEMENT IF REQUIRED. SET TREE
4 TOP 1/0 OF ROOT BALL AE30VE FINISHED
NDE
ASE WIRE AROUND TRUNCK N BLACK
aER HOSE. SECURE AT HEIGHT ABOVE
514ED GRADE EQUAL TO 1/3-1/2 OF TF;r=E
IOVE TOP 1/3 OF BURLAP AND CUT ROPS
,/OR REMOVE WIRE BARKET FROM BALL
WIRE 012 GAUGE
OUBLE SHREDDED HARDWOOD
OIL SAUCER
AKES
XPILL
4TLY COMPACTED SETTLING MOUND
SRADE
RUBBER HOSE
GUY WIRE 012 GAUGE
TUF;Nek1CxLE
TREE WRAP WITH 50% OVERLAP
FLAGGING TAPE ON EACH WIRE
2" DOUBLE SHREDDED HARDWOOD
MULCH/3" SAUCER- PLACE TOF` I/8"OF
ROOT15ALL A13OVE FIN15H GRADE
35TAKES
BAC)Q-ILL
ROOTBALL-REMOVE TOP 1/3 OF
5URLAP AND CUT ROPE ANDIOR
REMOVE WIRE BASKET FROM BALL
LIGHTLY COMPACTED SETTLING MOUND
TYPICAL PLANTING 1)ETAIL-- Tf;ZEE6 OVER 2-1/2" CALIPER
TF4EEI (NOT TO SCALE)
1— 2 x BALL DIA. MIN — I
CORNER OF ROOT SYSTEM TO DE AT LINE OF
ORIOINAL &RADE.
FIRMLY COMPAr-TEDSAUGER (USE TOPSOIL)
&ENTLY COMPACTED TOPSOIL MIXTURE.
SCARIFY PIT E30TTOM (MIN. 6").
SCARIFY PIT SIDES
NOTES:
AlITC)BODY
IL
111 7
IL
1. MIN. ROOT SPREAD TO E3E IN ACCORDANCE HITH
"AMERICAN STANDARDS FOR NURSERY STOCK."
2. PRUNE ALL DAMAOED, D15EASEU, OR HEAK LIME35 $ ROOTS.
3. CLEARLY PRUNE ALL DAMA6ED ROOT ENDS.
4. DO NOT ALLON ROOTS TO DRY OUT DURIN6 INSTALLATION PROCESS.
5. 50AK ROOTS IN HATER OVERNIC71-IT E3EFORE PLANTIN6.
TYPICAL PLANTIN6 DETAIL - 5HRUE3
3 3 - ( ( A ))- S I
GHEFP,'r'L JOHNeON
UESE: VAGANT
-7nNi I Nr-t. PA
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USE: "FRE51DENTIAL
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5'T'M. 45 50T,4NIC N,4ME COMMON NAM QU,4NTIT'1' 51Z
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4 - (PAWING)
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Eastern Arborvitae
23 - (BUFFER)
4' HT 545
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Spirea bumalda 'Gold Flame'
Gold� Flame 5pirea
23 - (BUFFER)
3 eal. 18 in Ht
0
T C.
Taxus cuspidata
Japanese Yew
(o - (PAWING)
3 GAL. MIN.
3' HEIGHT MIN.
6' HIGH OP,4QUE
EFENCE
01 0
10'LANDSCAPED ESMT.
------------------- --
E'vSf;r3REEN 4 ONE
DECIDUOUS PER 10,
TYPICAL BUFFER YARD PLANTING DETAIL
INTS
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0
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ki USE: RESIDENTIAL
Z(0NING: F,,/-\
MARK D. SMITH
-o Lic. No. L12837
'S'IONAL
20 10 0 20 40
SGALE: 1 20'
E-
UL
W
INTEfRIOfR f=AfR<ING LOT LANID5CAFIN(S; (I(o5-203.01: I TREE PER 10 5PACE6 Cr E,
14 TOTAL 5PAGE5 PROP05ED/ 10- 2 TfREE5 REOJIFRED 0
E-1
C0
FERIMETES LANP5CAFING Nrq�2-27-(EXI]Xa): 32,5125F.IMPERVIOU5,41REA crO.135
acres)
I TREE PER 2000 -1,F IMPERVIOUS AREA Z IN �4
Lu (2)
Lu
PROPOSED ADDITONAL IMPERVIOUS AREA=263a &F/ 2000 2 TfREE& fREQUifREID
CO
�41
TOTAL= 4 TFREE5 EfROVIDED 0
cf)
NOTE- D
*THE FLACEt"IENT CF TFEE& 5HOWN ON THE FLAN MAT' CHANGE AT ca
THE FINAL FUTUfRE 51TE FLAN 6TAGE. THE OWNEFR, FE5EfPVEe THE
F,)IGHT TO fRELOCATE TfREE5 TO t"1,4<E THE 51TE A&CETICALLT'
f=LEA,5ING WITH AFFFOVAL FfROM Ff;;PEDEf;PIC;K C;CUNTT'
*ALL FLAN7e eHALL GONFOF,t-1 W17H 1&5-203.015 OF THE
FF,E1)EF;,:)1C;< C;OUN7T' ZONING OfRDINANGE AN[) ALL FLANT
&UE3e717IJTION5 t-lUeT 5E AFFfROVEID IN WfRITING E3T' FfREE)EfRICX DATE:Nov. 22, 2010
COUNT'*T' FLANNiNG DEFAFTt"IENT.
SCALE: 1" = 20
DESIGNED BY: JNT
FILE NO. 2624
SHEET 4 OF 5
2010-34
Green.ay Engineering August 19, 2010 Busy 8cez Dayc;ue Rezoning
Revised September 21, 2010
Revised October 1, 20 10
PROFFER STATEMENT
REZONING: RZ#
Industrial Transition District (133) with Proffers to Industrial
Transition District (B3) and Business General District (B2) with
Revised Proffers
PROPERTY:
1.89 acres
Tax Parcels #33-((A))-92 & 33-((A))-93
RECORD OWNER:
Timothy W. Johnson & Margo D. Johnson (TM# 33-A-92)
Clear Brook Rentals, LLC (Timothy W. Johnson) (TM# 33 -A-93)
APPLICANT:
Timothy W. Johnson & Margo D. Johnson and Clear Brook
Rentals LLC (here -in after "the Applicant")
PROJECT NAME:
Busy Beez Dayeare Rezoning
ORIGINAL DATE
OF PROFFERS:
May 9, 2001
REVISION DATE:
October 1, 2010
Preliminary Matters
Pursuant to Section 15.2-2296 Et. Seq. of the Code of Virginia, 1950, as amended, and
the provisions of the Frederick County Zoning Ordinance with respect to conditional
zoning, the undersigned Applicant hereby proffers that in the event die Board of
Supervisors of Frederick County, Virginia, shall approve Rezoning Application #
for die rezoning of 1.89± acres front the Industrial Transition (B3) District with Proffers
to the Industrial Transition (B3) District and Business General (B2) District with Revised
Proffers, development of die subject property shall be done in conformity with the terms
and conditions set forth herein, except to the extent that such terms and conditions may
be subsequently amended or revised by the Applicant and such be approved by the
Frederick County Board of Supervisors in accordance with the said Code and Zoning
Ordinance. In the event that such rezoning is not granted, then these proffers shall be
deemed withdrawn and have no effect whatsoever. These proffers shall be binding upon
this Applicant and their legal successors, heirs, or assigns. These proffers are a
conditional zoning amendment to Rezoning #05-01 of Timothy W. Johnson, approved by
Supervisors on September 12, 2001.
the Frederick County Board of
The subject properties are more particularly described as the land owned by Clear Brook
Rentals, LLC being all of Tax Map Parcel 33-((A))-93 and further described by
Instrument No. 100001314, and the land owned by Timothy W. Johnson & Margo D.
File #2624/EAW
2'' R
A A -
S E
NOTE 4 N
4"'
2" RADIUS
15"
MIN
6
0 -
SURFACE
MAX"
.-4 .
BA E
SUBBASE
J
ACCEPTABLE
ALTERNATIVE
IF CURB IS
EXTRUDED
SPECFICATION
REFEK14CE
105
502
INSERTABLE SHEET A179
CC-2
NOTES
1, THIS ITEM MAY BE PRECAST CR CAST 114 PLACE
2, CONCRETE TO BE CLASS A� IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. cuRE3 HAVING A RADIUS OF 300 FEET, OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
4, TH� DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
(15 DEPTIO OR INCREASED AS MUCH AS 3" (21" DEPTH)
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE
OTHERWISE THE DEPTH IS To BE 18" AS SHOWN. NO ADJUSTMENT
N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
NCREASF IN DEPTH.
5.CG-2 15 TO BE USED ON ROADWAYS MEETING THE
REQUIREIJENTS FOR CG-6 AS SHOWN IN
APPENDIX A OF THE VDCT ROAD DESIGN MANUAL.
SURFACE
BASE
SUBBASE
6'' CURB
STANDARD
VIRG1141A DEPARTMENT OF TRANSPORTATION
SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE
OBSCURED 13Y VEHICLE PARKED IN SPACE.
SIGN (SEE DETAIL)
Fr_
OR
6701"
2'
U]H M
T
STRIPED AREA
201.01
Greenway Engineering August 19, 20 10 Busy Beez Daycm Rezoning
Revised September 21, 2010
Revised October 1, 2010
Johnson being all of Tax Map Parcel 33-((A))-92 and further described by Instrument No.
060001525, and are further described by the Boundary Survey Plat prepared by W. Stuart
Dunn, L.S., dated June 6, 1996 and recorded as Deed Book 860 Page 1476 (see attached
Boundary Survey Plat).
PROFFERED CONDITIONS
A.) Allowed Uses
1.) The following land uses shall be permitted within the B-3, Industrial Transition
District on tax map parcel 33-((A))-92:
> SIC 15, 16 & 17 - Office and storage facilities for building construction
contractors, heavy construction contractors and special trade contractors.
> SIC 48 - Communication facilities and offices, including telephone,
telegraph, radio, television and other communications.
> SIC 73 - Business services.
)> SIC 75 - Automotive repair, services and parking.
)o, SIC 76 - Miscellaneous repair services.
> SIC 861 - Business Associations.
);� Self-service storage facilities (No SIC).
> Public buildings (No SIC).
> Public utility distribution facilities (No SIC).
All other land uses within the B-3, Industrial Transition District shall not be permitted on
tax map parcel 33-((A))-92 unless approved through a subsequent conditional zoning
amendment,
2.) The following land uses shall be permitted within the B-2, Business General
District on tax map parcel 33-((A))-93:
)> SIC 48 - Communication facilities and offices, including telephone,
telegraph, radio, television and other communications.
> SIC 73 - Business services.
> SIC 76 - Miscellaneous repair set -vices.
> SIC 8351 - Child day-care facilities.
)> SIC 861 - Business Associations.
> Self-service storage facilities (No SIC).
> Public buildings (No SIC).
Public utility distribution facilities (No SIC).
File #2624/EAW 2
-5 DOWELS IT' LONG A -PERMISS-BLE
AT 12" C. , RU, I ION
IN.
V12:1 MAX
B B
(�EE TABLE)
RAMP TRUNCATED DOVES
A SEE SHEET IOF 4 FOR DETAILS
5'-0" MIN
SHAPE TO MATCH FACC
OF ROADWAY CURB
BACK Of CURB 48 :1 MAX
20! 1 8 MAX
F
-A
SECTION A
PERMISSIBLE
/C.11,NliRUCTION
NT
T:= - -
SECTION B-B
NOTE
FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1 OF 4.
LIGHT COLORED REFLECTIVE
112'
BACKGROUND MArL
I
-
DARK COLORED 2' LETTERS
& 3/8- BORDER
RESERVED
INTERNATIONAL SYMBOL
P
PARKING
PR
OF ACCESSIBILITY
61
24
TYPE B
PARALLEL APPLICATION
ROADWAY CRADE
IN PERCENT
MINIMUM RAMP LENGTH
I N FEET
4 CURB 6' CURB
0
4
6
1
5-
7
2
5
8
3
6
9
4___
8
12
5
10
15
-
15
Gr"nway Engineering August 19, 2010 Busy Beez Daycare Rezoning
Revised September 21, 2010
Revised Octobe, 1, 2010
All other land uses within the B-2, Business General District shall not be permitted on tax
map parcel 33-((A))-93 unless approved through a subsequent conditional zoning
amendment.
B.) Access Management
1.) Tax map parcels 33-((A))-92 and 33-((A))-93 shall be served by die existing
commercial entrance on Martinsburg Pike (U.S. Route 11).
2.) The Applicant hereby proffers to dedicate Tight -of -way along the Martinsburg
Pike (U.S. Route 11) frontage of tax map parcel 33 -((A))-93 to accommodate the
future widening of this corridor. This one time right-of-way dedication shall not
exceed 10 feet in width and sball occur subsequent to the final Martinsburg Pike
design plan approval. The Applicant shall provide the required. right-of-way
dedication within 90 days of written request by Frederick County and/or VDOT.
C.) Structural Development Limitation
1.) Tax map parcel 33-((A))-93 shall be limited to a maximum structural area of 3,000
square feet for all land uses, exclusive of self-service storage facilities, identified in
Section A(2) of the proffer statement.
D.) Monetary Contribution to Offset Impact of Development
The Applicant hereby proffers that in the event rezoning application # is
approved, the undersigned will pay to the Treasurer of Frederick County, Virginia
$0.10 per square footage of structural area developed subsequent to approval of this
pplication. This monetary contribution is intended to offset impacts to fire
rezoning a
and rescue services and will be paid prior to issuance of an occupancy permit for the
first land use constructed on tax map parcel 33-((A+93.
File #26241EAW
INSERTABLE SHEET A59
. I
_J
<
Cl)
V)
0
�ROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
5. MIN
0
cl
7�
A 4'SQUARF LANDING AREA
OUTSIDE OF TRAVELWAY
SHALL BE PROVIOED FOR
_RDS,WALK PERPENDICULAR CROSSWALF
r WITHIN THE MARKED
CROSSWALK AREA.
NOTE1
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LlMHFD TO 15 FEET, REGARDLESS OF THE
SLOPE. SHEET 3 OF 4
CG-12 DETECTABLE WARNING SURFACE
TYPE B (PARALLEL) APPLICATION REV. 7/05
VIRGINIA DEPARTMENT OF TRANSPORTATION
Poo -
4.0' MIN.
7.0' MAX.
DISPLAY CONDITIONS
HANDICAPPED
SYMI30LO a, MRIL
UNLAWFUL 4 STEEL PIPE FILLED WITH CONCRETE
A
PARKING IN THIS
SPACE IS SUBJECT
TO A FINE OF ----DARK COLORED REFLECTIVE
Ls' VAN AC./_-ESSIDLE SPACE 50.00 TO 5100.00 BACKGROUND MATERLAL
5' " REGULAR SPACZ I /
AM
HANDICAPPEP F,4F>J<ING PETAIL i-LIGHT COLORED 1'
LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED
AT SAME POINT ADJACENT TO THE 8' AISLE
A
A.SPHALT PVMT�-
;d
" W
A
RkT50To
16V
To
A
A
4.
it :4
A
SUM
COMPACTED &15GRADE--/
(96% DENSITY)
MODIFIDEP CG-(oR CURD DETAIL
(NOT TO SCALE)
NOTES: ONLY TO BE UTILIZED LIJEFRE DELINEATED ON PLAN
Please refer to Page 4 and Page 5 of the Proffer Statement
for Notarized Owner Signatures
2N SM "A ASPHALT
_&K OL935ASE (21-A STONE)
/
Mil It SEE SITE PLAN MrN.
3..\
AY-- tAR V4N
2H
FIT:
I -
COMPACTED SUBC*ZADE
=A (St DENSITY)
TYPICAL ASPHALT T1`41--j"'11L DETAIL
pt-a"w (NOT TO SCALE)
3
4" REINFORCED C.ONCRETE-
3000 PSI
4" SU55A6E (21-A STONE)
LUIDTH VARIES
SEE SITE PLAN
1/411 a I I
\
r_
.,d 4r - - -
:` -4 . 'A.
.4 " . I \
V.
Greenway Engineering August 19, 2010 Busy Beez Daycare RezorrIing
Revised September 21, 2010
Revised October 1. 2010
E.) Signatures
The conditions proffered above shall be binding upon the heirs, executors, administrators,
assigns and successors in the interest of the Applicant and owner of tax map parcel 33-
((A))-93. In the event the Frederick County Board of Supervisors grants this rezoning
and accepts the conditions, the proffered conditions shall apply to the land rezoned in
addition to other requirements set forth in the Frederick County Code.
Respectfully Submitted:
Z_
By: IOZ12-L
Timothy W. 6ohnson Date
0112/-;2-0 -0
By: U==�=_
Johnson Date
�90
Commonwealth of Virginia,
City,(;;�bf Fr,&A&_ To Wit:
The foregoing instrument was acknowledged before me this (-2-4'-day of CC+p 10'er
20_LDby___5 r,-'C'hV 0 . �bv�lrlson VAC:�, Arw-co -D. JC&OSO V1
Notary Public
My Commission Expires �_Ci, "a Z-01-L-
Te� t4ycd� o ri 2-cl to 10
V
0 tp "I
0
0
"0
R? Y
. �p
File #26241EAW 4
(CJM DENSITY)
CONCRETE 51[)EWAL< F-)ETAIL
(NOT TO SACCALE)
ON51TE TYPICAL FAVEMENT 5ECTION
WT TO SCALE
LIGHT PAVEMENT SECTION
lb" 8M-12.15A OUIWACE C0J"E
2N EIM-250 BASE OOLNIRSE
I& N &9N3ASE VIDOT STD. GR-21A
ACTM 61.115SURAIDE
MM$99%MU99_,COTP
(COMPACTED TO WX DENSITY
AT OPTITAV M0107UFM CONTENT
VCIOT VTM_I METHM)
PAVVERT DESIGN 5ASM ON A 6115GRAIDE MR DESIGN VALVE OF 6. SOIL TEST
OF THE &J15CWAZ>E "JOT W3MITTED " ACTUAL DETIEF"INATION CA-- RECUIRED
PAVS4ENT SECTION TWICIOESS MOR TO CONSTMICTION.
2010-11-16 14:11 flooring 540 409 3239 >> 154W26430 P 1/5
ITEM #014.469
0lWW
04
m WNW 014 WALLLAN
0 "UO 0 r [TERN
FYOS-005MK-M 1
PwftW OUIT10006 6 0 r0f;WWed MODEL 0 FY05-005VVH
U-d�Qfi� of Ll-, LLC. AD Ri" R�orved.
Greenway Engineering August 19,2010 Busy Becz Daycare Rezoning
Revised September 21, 2010
Revised October 1, 20 10
E.) Signatures
The conditions proffered above shall be binding upon the heirs, executors, administrators,
assigns and successors in the interest of the Applicant and owner of tax map parcel 33-
((A))-92. In the event the Frederick County Board of Super -visors grants this rezoning
and accepts the conditions, the proffered conditions shall apply to the land rezoned in
addition to other requirements set forth in the Frederick County Code.
Respectfully Submitted:
By:
/c� -2-0, a
CleV Brook Rentals LLC (Timothy W. Johnson) Date
Commonwealth of Virginia,
City/,(�o�untf Tt-e�evjdc- To Wit:
The foregoing instrument was acknowledged before me this IIJ4)day of
20LDby --- l') mcw Ir
Notary Public
My commission Expires �do- 2-01,2012-
#
0
OF
'J".. 07c'It
. .....
-Iny
File N2624(FAW 5
Set:1114in 3B.16 Still) and Yield Lhii,,,
Stund9rd.,
If IL'oA. Sit.)]) lint:-, Sliall cons[,:l of, Solid 11-hite Iin;:-, exlencling acrosN nlipp.mch htnt�s III indicule the lJohill
al iihich lk,top is intended w- rectitired to he nia&�.
tv-ced. vield Ii ric-, fseL� Fi,_,ure 3 It- 14) shq R c mr; Lst ol'it i-mv of solid %ill ite i.; os I %
rion.gles ljoinfing
tollard appr-mching veltidt:-.,
exicn(lill,r UCI-ty,,- 1pproIaC1l lanes iii indicuie the point ni ii-hich i1w iivId is
intendLA or reul-uirvd to bk� finmie.
GI L I'l L IZA I I LV:
S101) IIIICA S1101,11d he 300 lo 6(X'j inni (12 to 24 In') w1de.
SICII) lillCl, S1101.11d be LISCLI 10 'fild'Icille Ilic point 1--di'llid �Nlllcll vcliicic-, urc ILXluiI-Cd io,�Iop� if] Compliance
STOP 0Z 1 -11 Yiun, Inill'ic cowrol si--Inal, or sonle ol her I nillic control device, except YJ F1.1). ' 11I.S.
'I IIC C0111111'IS111L, S1101.11d ll',INV u IN11111. Of.101-1 Io ffll) nini (12 to 24 ';n) w'ldc
111LI ZI liCIU111 tXlUJI 10 1.5 Iinxn� flic ba-�cv TIIC S[N'ICC 176wCCII IIIC I 1*,111�]CS Should he 75 to 3(X) 111111 (3 lo 12
P1,1011:
)'IcId lincs may tv used it) indiculc the liolill [-�,Amld which VCIIICIC� kU'C I`eqU'IPLX1 it) Vidd ill C0111111311ce w'lll
-aYlcld Here lo 11cdestrian -5 R -5 s*
If YI 1 1) (R 1 -2) sip it of s I ipli.
GLI"ILIZI11CC:
11* uscxl. 51 op and y Ic lol I I no,; s liou I d tv 11 kiced if fill if 1 mu fit of 1.2 ni (4 I'l) I if a d,,,,i ncc o I' I lic nca rcs', C rcy,.-swa I k
line ,It Colill-olIC(I i fit Cl-L'.cCli ons. e:�ccpl I' I- ."cld lincs- fit roundabout InIcr,,kx:IIkxl�, a,; proN-'ded f rin Scclion 313.24
I k cro .. walks, 1111C Should be I111ICCd III
aild ,it in'db1cc ss
ille LIVS, i , niorc I han 9 in (30 I'l) nor Icm, 11uni (4 1`0
I red 'd 0111�ill- V I' % 'C Idin -_1 [N)'Ill 1. 111.11 S-1101.1 Id bc III11ccd Ilk 12 111
Irom ilic ix7arcsl c(.Lc ol' the 'IIiICr.,-_,CIIIIu k-LA-elcd lxav, Slop Nics should Ix.- pl,.icvd to allww sul"I"iciclit sq'i'l
disialice lo all ollicr approache", to wi
II'LISIC-d Ut '111"I LIIlSL,-1II31I/.C-d ilildl-�k-uck o:io)ssvt-uIk-, yfeld lines should be placcd ad.locciii to [lie YIcId Hem to,
Iledc."I 1.1"Llis Iccllcd 6.1 lk, 15 111 (201o50 I'l' 'F1 1lLIN,qIlLc Of [lie ilea rem ciosoxnlk line. nild pw-kInL,1,,Il0LIILI be
-o If I h 11 cd 111 1 he a rcu tx--lxcc if I heyid d I I ric a nd I lie cro - -
a I k (SCC VIV tire 313-15).
Stop Illic"at 111,1kiblock slunali/j2d IOC',11'1011.', 1,1101.11d he I)IUC (I UI 12 Ill (40 fi) in u(IN-kince ol'Ilic ilew-c-M
c Icas
4 1). 15.1.
Suppoft:
%S ho vidd Ick) cl(y;,c to ciTor.,swalks, oil mulli-lanc apilmiclics I)Iacc pcklesirians at risk by
ollicl- drlycr,' ylcws of' licklesirialis.
FELD J*INT FECIVIRED
FOR
DH071-12MR071-12
DH071-16e/ DR071-16
ELECTRICAL QUICK DISCONNECT
NEMA 6P (EQD)
QUICK DISCONNECT ASSY
(304 S.S.)
S.S. CAST SALL VALVE
DISCHARGE
1-1/4' FPT
1-1/4' DISCHARGE LINE
(304 S.S.)
41.8 In
1057 rrvn CHECK VALVE-'
(NORYL)
TO DISCHARGE
ANTI -SIPHON VALVE
(NORYL)
OPTIONS:
ODHO71 I-m "?ED
LEVEL CONTROLS
GASKETED LID, FRP
CONTROLS)
STRAIN RELIEF CORD
CONNECTOR
PROTECTIVE CABLE SHROUD
(HOPE)
PC )WER/ALARM CABLE
6 CONDUCTOR W/GND
E/ONE EQUALIZER
INTERNAL WELL VENT
2.0" DIA.
INLET, GROMME.7
TO ACCEPT 4.50' O.D.
PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
3e.o in
ALARM
914 mm
TO INLET
I
OMN
26 In
650 nvn
47 got
18 in 179 L
447 mm
32 gal.
121 L
HOPE TAW
DUAL WALL, CORRXATIED 29.5 DIA In
70 GALLON CAPACITY 749 ninn
SEMI -POSITIVE DISPLACEMENT TYPE PUMP.
EACH DIRECTLY DRIVEN BY A 1 HP MOTOR
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
14 In
345 mm
24 pal.
91 L
GO
AD CH 04/27/09TB
DR BY CHIC-1) DATE I ISSLIE SCALE
MODELDHO71 / DR071
DETAIL SHEET
NA0050P02
61GN 61ZE 30IIX30"
Z
UJ
I"
Z
Z
LU
N
0
LO
>E
0
C\2
C\2
CO
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0
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MARK DYMITH
Lic. NO.228)37
Row Calculations
BusyBeezDaycare
SORCE OF FLOW DATA. 12 VAC 5-610-670
# employees 35 GPD/pei n 17 GPD
0 5
F�:� 414 #children 10IGPD/pei�s.n 0 GPD
Total 615 GRID 515006 OK
[ij j440
1
Total 0.31 GPM
E/ONE DH071 CAN ACCOMMODATE FLOWS OF 700 GPD
OPTIONS: [JDH0 /1 -61LEVEnLC0KwrRRw
OLS
LEVEL CONTROLS)
F-IDR071-61 (YARE'
LL
W
omm OPAM
COVER
INVERT
C0
N
UJ
W
0
X
1.7
DOCKARX- 1-1/4 FOAME PPE
THKW 0 1.4
F-4
C)
E..
124
FT-4
Z
0
F-4
DATE:Nov. 22, 2010
SCAU: NA
CONCRETE BALLAST MAY BE REQUIRED AD CAH 07/1��1/116
SEE INSTALLATION INSTRUCTIONS
FOR DETAJLS DR BY CHWD DATE I ISSUE I SCALE
DESIGNED BY: JNT
FILE NO. 2624
:,'R SYS-MM -
MODEL DH071-61 / DR071-61 SHEET 5 OF 5
NA0050PO4 2010-34
CENERA L NO TES
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins d urm
ponstruction, must be provided prior to issuance of the Site development permit. The approval of tfese plans
in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and
Sediment Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of
Tran; ortation
(VDO � and Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. A Joint inspection will be
held with the Developer, Count:k Representatives, and Representatives of the Virginia Department of
Transportation (VDOT) to determine if and where guard rail and/of paved ditches win be needed. The
developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection."
Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 *ill require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits
indicated on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one Utter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equi ment prior
to entering public streets, and it is the contractors responsibility to clean streets, allay dust, anpto take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
If
14. Notification shall be given to the afpropr . ite utility compaiy
ormat I prior to construction of water and/or
sanitary sewer lines. Inf ion shouli also be obtained he appropriate authority concerning permits,
cut sheets, and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the
current standards and specifications of the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibilit to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
VD 0 T CENERA L NO TES
V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia
De artment of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion
ang Sediment Control Regulations, and any other ap licable state, federal or local regulations. In case of
a discrepancy or conflict between the Standards or %ecifications 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, whether 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 105.14(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 b VDOT or private / public utility companies.
It is the sole res nsibWty of the developer to locate and ige'Entify utility facilities or items that may be
in conflict with tKoe proposed construction activity. VDOT approval of these plans does not indemni y the
developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be
subjf�ct 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 maintamilng adequate access to the project from the adjacent
D11blic roadway via a construction entrance that is constructed and maintained in accordance with
�ection 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other
properties affected b this project shall be maintained through construction. The Developer shaR have,
Within the limits of 1he 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.
Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
thirt (36) inches cover and when possible shall be installed under roadway drainage facilities at
con;9c_tS1pXoints.
V12. Any unusual subsurface conditions (e.g., unsuitable soils springs, sinkholes, voids, caves, etc.)
encountered during the course of construction shall be imm;-diately 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.
LECEND
EXISTING INTERMEDIATE CONTOUR
1
EaSTING INDEX CONTOUR 1,0
PROPOSED CONTOUR 400
EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
EXVMG CURB AND GUTTER
PROPOSED CURB AND GUTTER
TRANSITION TO REVERSE CURR
EXISTING TELEPHONE IME
PROPOSED TELEPHONE 124E
EXISTING STORM SEVER
PROPOSED STORM SE M
EXISTING SANITARY SEM
PROPOSED SANITARY SM
EXISTING EIECTRIC SERVICE
PROPOSED ELECI`RIC SERVICE
EXISTING GAS LINE
PROPOSED GAS LINE
PROPERTY LINE
EXISTING EASEMENT IME
PROPOSED EASEMENT UM
CENTERLINE
EXISTING TREE LINE
FLOW LINE
FENCEM
MUMG UTILITY POLE/GUIDE WIRE ia
EXISTING TEIEPHONE PEDESTAL E:1
EX[STING WATERLINE W/ ME !Ti
PROPOSED TATEUR W/ TEE T!
EXISTING FIRE HYDRANT/VALVE/METER 0 0
PROPOSED FIRE HYDRANT/VALVE/METER 0
PROPOSED REDUCER
SIGNS
VICINITY AIAP
SCALE: 1" 2000'
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SHEET INDEX
SHEET 1. COVER SHEET
SHEET 2. E&S CONTROL I& H AND SWM CALCULATIONS, NARRATIVE
SHEET S. SI79 PLAN
SHEET 4. LANDSCALING PLAN
SHEET 6. PROFFERS & IOSC DETAIIS
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17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right -of -way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
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
of
present to insure the sample obtained is representative the location. When soil samples are submitted
to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a
project to be accepted by VDOT and that testing shall be performed in accordance with all applicable
VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be
compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99
Method A, within I S or minus 2% of optimum moisture for the full width of any dedicated street
right-of-way. At fnlil-el direction of VDOT, density tests shall be performed by a qualified independent
agencv in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise.
PARKNG INDICATOR Al2
INDICATES THE NUMBER OF TYPICAL PARENG SPACES
HANDICAP PARENG
VEHICLES PER DAY COUNT
WE PLAN APPROVAL
MAME
M PLAN MUMBEfl
21. The contractor is to verify field conditions prior to and during construction and notify Greenway
Engmieermg, at (540) 662-4185 immediately of any discrepancies between actual field conditions and the
approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed
excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to
commencement of excavation or demolition. Names and telephone numbers of the and operators underground
utili�7 lines in Frederick County appear below. These numbers shall also be used to serve in an emergency
condition.
24. All utilities to be located underground.
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
VDOT 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 marlangs 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.
Vl 9. A ggregate base and subba.se 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 VDGT daily, unless specified otherwise.
In addition to checkin 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 st * s if' d in Section
r' S pec le
315 and-VTM-76. A certified compaction technician shall perform these tests. Cepriffied. copies of test
reports shall be submitted to VDOT daily, unless specified- otherwise. A VDOT representative shall be
no
kified 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 sha.11 report findings of foundation exploration to the engineer and VDOT for
approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard
PB_-1. Where soft, yielding, or (otherwise unsuitable foundation is encountered, the foundation design
and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.
V22. The foundations for all box culverts shall be investigated by means of exploratory bormigs advanced
below proposed foundation elevation to determine the type and condition of the foundation. The
contractor shall submit copies of borehole logs and report findings of foundation exploration to the
engmeer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT
Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place
box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise
unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
be determined by the engineer and approved by VDOT.
V23. Approval of these plans shall expire three (3) years from the date of the approval letter.
V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as
specified by VDOT.
V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
accordance with VDOT's install&tion criteria. Final approval of the guardrail layout to be given by VDOT
after grading is mostly complete.
PROPOSED BUILDING ENTRANCE
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE IDENTM
STORM DRAIN STRUCTURE IDENTM
EXISTING SPOT ELEVATION X
PROPOSED SPOT ELEVATION X
LIGHT POIE
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
n up
MARK D, SMITH
Lic. No. 22837 P:
10
L
PROJECT INFORMA TION
PARCEL IDENTIFICATION NO 33-((A))-93 ALL SIGNS SHALL CONFORM TO
STREET ADDRESS: 4489 MARTINSBURG PIKE SECTION 165-201.06 OF THE
PROJECT SITE AREA: 0.6152 ACRES FREDERICK COUNTY SUBDIVISION
DISTURBED AREA: 0.40 ACRES AND ZONING ORDINANCES
CURRENT ZONING: B2
CURRENT USE: CHURCH ALL BUILDING HEIGHTS SHALL CONFORM
PROPOSED USE "DAY CARE TO SECTION 165-601.02 OF THE
SETBACKS: REQUIRE PROVIDE FREDERICK COUNTY SUBDIVISION AND
ZONING ORDINANCES
FRONT PRIMARY RT .11 50' 71.50
REAR 00 107' ALL SITE LIGHTING SHALL CONFORM
00
NORTH SIDE 09 42' TO SECTION 165-201.07 OF THE
SOUTH SIDE 25' FREDERICK COUNTY SUBDIVISION AND
MAXIMUM HEIGHT: 35' 35' OR LESS THAN ZONING ORDINANCES
LANDSCAPr,!n AMA CATMATIONg
33-(&,.93 - 0.6152 AC or 26,798.11 SF
LAND ED AREA REQUUM 16X - 0.0923 AC OR 4,019.71 S.F.
IANDSCAPED AREA PROVEDED 41.78X - 0.25 AC OR 11,191.60 S.F.
F.A-]3, CALCULATIONS
33-((A))-Q3 = 26,798.11 SF
PROP. BUIMING 2,205 SF
TOTAL BUILDING LOT AREA 0.0823< 0.30
PARKING CALCMATM
Required
1 space per 5 children
I space per employee
44 children occupant capacity max.= 9 spaces required
I employee per 10 children. thus 5 employees= 5 spaces required
TOTALREQUIRED = 14 SPACES
TOTAL PROVIDED = 14 SPACES (including 1 HC)
WATER AND SANITARY SEWER USAGE
WATER DEMAND 235 GPD
SANITARY SEWER DISCHARGE 235 GPD
HOURS OR OPERATION DAYCAR PREVIOUS APPROVED SITE PLAN
DAYCARE: 6:00am. AM-6:00pm MONDAY-FRIDAY #45-01(PARCELS 33-((A))-92 & 93)
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FCSA CONSTRUCTION NOTES
SURVEY AND TOPOCRAPHIC INFORMATION
1. The Authority's Water and Sewer Standards and Specifications are available at
.fcsa-water.coM <httR:/Limmz.fcsa-water,comX
2. The water and sanitary sewer portion of the plans are valid for three years from date of
FCSA approval.
3. The contractor shall adhere to the Authority's standards and specifications in effect at the
time of construction.
4. The contractor shall coordinate with and arrange for inspection by the Authority.
5. The contractor shall connect a new sewer line to an existing manhole by core drilling the
manhole.
6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
The Authority shall furnish all needed material and make the tap.
The contractor shall submit an Application for Wet Tap and pay the required fees.
7. Exact locations of water and sewer services on new lines to be coordinated with the
Authority's inspector.
8. The Authority's maintenance division shall furnish and install all water meters through 2
inch in size. It is the contractor's responsibility to have the meter box assembly installed
correctly. Before a permanent meter is installed:
a. The meter box, with its frame and cover, must be properly aligned with the
coppersetter.
b. The frame and cover shall be set to final grade.
C. The distance between the top of the cover and the coppersetter shall be between
18 and 21 inches.
d. All components of the meter box assembly shall be in proper working order.
9. For services that connect -to existing lines:
a. The Authority shall furnish and install:
1. all 5/8-x3/4-, I-, I %" and 2" water services
2. all sewer services.
b. The contractor shall:
1. coordinate the location of the service lateral with the Authority's engineering
assistant
2. submit an Application for Service and pay the required fees.
10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as
required). The assembly must meet ASSE standard number 1015 or 1013.
11. All fire lines must have a backilow prevention assembly (detector double check valve or
RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any
exterior, privately owned fire line shall also have a fire service meter. This assembly
1. Boundary survey was performed by:
TAKEN FROM AVAILABLE RECORDS Dated: 2010
2. Aerial, horizontal and vertical control surveys were
performed b 2010
Y: GREEDWY ENGINEERING
(Year)
3. Aerial topographic mapping performed by:
Dated:
APPROVAL
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
FIRE
MARSHAL'S
NOTE
Fire lane markings and
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshal's Office.
TRIP CENERA TION DA TA
Project Name:
-13 Us Y BEEZ DA YCARE
Project Number:
2624
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPD
.110
PG. 99
AUTO BODY 4,200 S.F. BLDG.
PAINT SHOP
OF 1000 S.F.
WEEKDAY: 6.97
x 4.2
29 TRIPS
Magisterial District-
Date of Plan: (Month, Day, Year)
shall be installed immediately before the backflow prevention unit. Radio read remotes
are required.
12. The Authority shall review the mechanical plan(s) for design and material approval of a
building's:
565
PG. 1038 & 1039
TAItEN
DAY CARE 2,205 S.F. BLDG.
PAINT SHOP
FROM ITE TRIP GENERATIO1
OF 1000 S.F.
7TH EDITION
AM PEAK HR:
PM PEAK HR:
13.56 x 2.2=30
13.98 x 2.2=31
TOTAL
61 TRIPS
STONEWALL MAGISTERIAL DISTRICT
Nov. 22, 2010
I
90 TRIPS
Owner:
Address, Including Zip Code & Telephone No.
DATE:Nov. 22, 2010
a. Domestic water meter and its backflow prevention device, and/or its
b. Fire service line's backflow prevention device.
CLEARBOOK RENTALS LLC
4491 Martinsburg Pike
Clearbrook, VA 22624
UTILITY CONTA CTS
540-662-7878
SCALE: NA
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 1877 P.O. Box 17398
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to
Operate and a copy of the stations DEQ approved O&M manual. These documents must be
Developer:
Address, Including Zip Code & Telephone No.
received before substantial completion is issued and water meters released.
Winchester, VA. 22604 Baltimore, MD 21297
(540) 868-1061 (301) 954-6282
SAME AS ABOVE
DESIGNED BY- JNT
Power: Shenandoah Valley Electric Cooperative Inc. Gas: Shenandoah Gas Co.
P.O. Box 236 P.O. Box 2400
Mt, Crawfoed VA 22841 Winchester, VA 22604
(540) 434-2200 (540) 869-1111
Virginia Utility Protection Service 1-800-552-7001
FILE NO. 2624
Engineer Certifying Plan:
GREENWAY ENGINEERING
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
HANDICAPPED PARKINC NOTE
SHEET 1 OF 5
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
1
2010-34
EROSION AND SEDIMENT CONTROL NARRATIVE
Devices listed above are considered minimum erosion and sediment
Description: controls. Additional control measures may be necessary due to
This project proposes to demolish the existing church buidling contractor phasing or other unforeseen conditions. It is the
and utilize the foundation for the construction of a new day care
facility. This upon demoishion of the old building a new modular contractor's responsibility to provide additional measures to those
2205 sf will be brought in a laid on the prepared foundation, shown, as needed, in order to control erosion and contain sediment on
addtional site improvments includes parking and landscaping. site. All measures shall be installed according to the standards and
specifications in the virginia erosion and sediment control handbook.
Existing site conditions: Maintenance program:
The .6 acre area to be disturbed under this plan is currently
improved with mostly ashphalt that lies behind the existing All control measures shall be inspected daily by the site superintendent
church building. The site currently does drain overland in some or his representative and within 24 hours after any storm event greater
areas. The remaining property is open grass yard area with a than 0.5 inches of rain per 24-hour period. Any damaged structural
few trees along the perimeter. measures are to be repaired by the end of the day. Seeded areas
Adjacent areas: shall be checked regularly to ensure that a good stand of grass is
This project is bounded by vacant M-2 zoned land to the north, maintained. All areas shall be fertilized and reseeded as needed until
Interstate 81 to the west, Route 11 to the east and RA zoned grass is established.
residences to the south. Trapped sediment is to be removed as required to maintain 50% trap
Soils information: efficiency and disposed of by spreading on site.
The existing soils f ound on -site are Oaklert Silt Loam (32B) and Inlet protection shall be checked regularly for sediment build-up. If
Frederick-Poplimento Loam (16B). These soils have a the gravel outlet is clogged by sediment, it shall be removed and
yellow -brown clay component. cleaned or replaced immediately.
Critical areas: The contractor is responsible for keeping existing public roads in a
There are no Critical areas on site. clean, dust and mud free, condition at all times. Also, it is the
contractors responsibility for any cleaning/removal of any sediment on
Erosion and sediment control measures: public or private roadways.
Unless otherwise indicated, all vegetative and structural erosion Erosion and sediment control program:
and sediment control measures shall be constructed and
maintained according to the minimum standards and 1. Hold pre -construction meeting on site with inspector.
specifications of the Virginia Erosion and Sediment Control 2. Clearing and grubbing for sediment control devices only.
Handbook. 3. Placement of sediment control devices.
These areas will need to be forced to drain toward the existing 4. Obtain inspector's approval prior to beginning usage of site for
shallow swm. basin for this property. construction.
A shallow swale will be cut along the southern property boundary 5. Restoration and stabilization of disturbed areas.
draining to the storm water management area which outfalls to 6. Remove erosion and sediment control measures with the approval
the swale toward Route 11. of the inspector.
Structural measures: Note: The frederick county public works and engineering department
Phase I retain the right to add and/or modify these erosion and sediment
Control of erosion and sedimentation for this site shall be control measures during the construction process, within reason, to
achieved by installing the following. ensure adequate protection to the public and the environment.
1. Construction staging area.
2. Tree protection. Seeding schedule (soil stabilization):
4. Silt fence.
6. Culvert Inlet protection 1. All permanent seeding shall be in accordance with section 3.32 of
the vesch.
Phase 2 2. Spread topsoil at a minimum depth of four (4) inches.
7. Soil stabilization through permanent seeding. 3. Incorporate pulverized agricultural limestone into the topsoil at a
rate of 92 lbs. Per 1,000 square feet (2 tons per acre).
4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000
Stockpile areas: square feet (1,000 lbs per acre).
Stockpiles will be kept onsite and are to be stabilized with 5. Seed all areas with a seed mix consisting of 67% kentucky 31 tall
temporary seeding and protected with silt fence. fescue and 33% red top clover.
6. Mulch all seeded areas with straw mulch applied at a rate of 3,500
Ve2etative measure lbs per acre anchored with cutback or emulsified asphalt applied
Vegetative stabilization shall be uniform, mature enough to at a rate of 200 gallons per acre.
survive and adequate to inhibit erosion. Dust control:
Permanent or temporary soil stabilization shall be applied to 1. Temporary seeding shall be applied to all disturbed areas subject
denuded areas immediately after final grade is reached on any to little or no construction traffic.
portion of the site. Temporary soil stabilization shall be applied 2. All haul roads and other heavy traffic routes shall be sprinkled
immediately to denuded areas that may not be at final grade but with water until the surface is wet and repeated as needed to
will remain dormant for longer than fourteen (14) days. control dust.
Permanent soil stabilization shall be applied to all areas that are
to be left dormant for more than six (6) months.
Topsoil that has been stockpiled shall be surrounded with silt
fence and protected by mulch and/or temporary vegetation
immediately after grading. STONE CONSTRUCTION ENTRANCE
All earth berms, diversions and sediment trap embankments are
to be machine - compacted, seeded and mulched (hay mulch or
straw) for temporary and/or permanent vegetative cover
I.F AF
immediately after construction.
SIDE ELEVATION
Erosion control mats shall be installed over steep (2:1) cut and
fills slope which have been brought to final grade and seeded to
protect from rill and gully erosion.
Management strategie
Construction shall be sequenced such that grading operations will
ER05ION/5EE)IMENT CONTROL LEGEND
NO.
KEY
6YM50L
DESCRIPTION
3.02
TEMPORARY GRAVEL C04STRUCTION
ENTRANCE
3.05
A( )0( -)of-
SUPER SILT FENCE
3.01
STOR1 DRAIN INLET PROTECTION
308
CULVERT INLET PROTECTION
309
D
TEMPORARY DIVERSION DIKE
3JO
TEMPORARY FILL DIVERSION
3JI
TEMPORARY RIGHT OF WAY DIVERSION
3.12
DIVERSION
3.13
moo
I EM *ORARY SEDIMENT TRAP
3.18
OUTLET PROTECTION
320
@
ROCK CHECK DAMS
3-33
SODDNG
3.38
0-0-0
TREE PROTECTION
LIMITS OF CLEARIWa 4 GRADING
DRAINAGE DIVIDES
CRITICAL SLOPE - CRITICAL SLOPE TO 5E SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OF GRADIWI, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
RE5PON515LE LAND D15TUREIER
NAME:
CERTIFICATION
DATE:
THE RE5F0N51E3LE LAND D15TURBER
15 THE FARTY' RE5FON515LE FOR
CARRYING OUT THE LAND D15TUR51NG
ACTIVITY A5 5ET FORTH IN THE PLAN5.
SILT FENCE CULVERT INLET
PROTECTION
INSTMOCE Is F moo" IF now
begin and end as quickly as possible. IS TOWMV 004100WIT
L
Sediment trapping measures shall be installed as a first step in
PLAN VIEW
grading and will be seeded and mulched immediately following nDrPTnATAT Q'PnATK' rnA1PTVATwTnAT
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND DOCIRM A 4W 2. STAPLE WME FENCM 70 THE POSTS.
TRMW LIPSLOPE ALONG THE uNE
OF POSM
JFLO
W
3. ATTACH THE FILTER FAWNC TO THE WINE
FENCE NO EXIM FT INTO THE THOM
IL BACKFU AM COMPACT THE
EXCI*O= sm_
I
installation. IT9555M
Dams, dikes and diversions shall be stabilized immediately after 4444444
TA
PLO W
construction.
SECTION A -A
Temporary seeding or other stabilization will follow immediately FL= 20 EXTENSION OF FAMOC AM IM KM Tl4E IRDCK
after grading.
WEIR FADW
Areas which are not to be disturbed will be clearly marked by "_CLASS 1 0~
z_ I
flags, signs, etc. M=. "'M I WRE
H1W VELDC" Of FLCW IS
A� CCNCFWM
The site superintendent shall be responsible for the installation SECTION B-B PLATE. 3.00-1 1- IMIA! I= W
and maintenance of all erosion and sediment control measures. WARIX AWO bw IAU Mrdand SI11b* kr W V11, am R* is- I I
Maintenance of these measures throughout the project is critical
to the effectiveness of the program.
All temporary controls shall be removed within 30 days once no
longer needed. Trapped sediment must be trapped and stbilized.
After areas above controls have been stabilized, the controls shall
be cleaned up and removed.
Electric power, telephone, storm, sanitary, water & gas supply
trenches are to be compacted, seeded and mulched within five (5)
days after backfilling. No more than 500 feet are to be open at
any one time.
All cut and fill slopes are to be seeded and mulched immediately
from completion of grading.
Drainage swales shall be stabilized with check dams until
vegetation has been well established, at which time the check
dams shall be removed.
TABLE 3,32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 tbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrass JK
0-10%
- Kentucky Bluegrass
0-10%
Hiph-MaIntenonce Lawn
Minimum of three 0) up to five (5) varieties of
bluegrass from approved list for use In Virginia. 125 tbs.
General Slope (3d or less)
- Kentucky 31 Fescue
128 tbs.
- Red Top Gross
2tbs.
- Seasonal Nurse Cropwx
20 tbs.
1S6_[FS
Low-MaIntenance Slope (Steeper than 3-1)
- Kentucky 31 Fescue
108 tbs.
- Red Top Gross
2 tbs.
- Seasonal Nurse Crop*m
20 tbs,
- Crownvetch NNO
20 tbs.
150 tbs
a Perennial Ryegrass will germinate foster and at tower
soil
temperatures than fescue, thereby providing cover and
erosion
resistance for seedbed.
m Use seasonal nurse crop In accordance with seeding dates as
t.ted betowi
March, April through May 15th
Annual Rye
May 16th through August 15th Foxtalt Millet
August 16th through Sept.,Oct.
AnnuQt Rye
November through February
Winter Rye
NNN If F(atpea Is used, Increase to 30 tbs,/acre. All
tegume seed
must be property Inoculated. Weeping Lovegrass may
also be
Included In any slope or tow-maintance mixtures during
warmer
seedlng perlodsi odd 10-20 tbs/acre In mixes.
SUMMARY SWM Pond
ORIGINAL PRE DEVELOPMENT RUNOFF
Q2PRE=2.10 CFS
QlopRE= 2.86 CFS
QIOOPRU= 3.99 CFS
A)
r---------------- ---
- - - - - - - - - -
EXISTWx
5UILDNG TO M
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CONTRACTOR NOTES
DEMOLITION OFSTRUCT 5 SHALL
COMPLY WITH THE VIRG IA UNIFORM
STATEWIDE 5ULDING C DE AND
SECTION 110, 111, 112, AND 13 OF THE
50CA NATIONAL CODE nc36-
I rAN
D U if
E ANr
13 T�
1.
INGRESS EGRESS Dc�p
R5 SHALL
_TE URING
NOT 5E 05STRUr :D THE
DEMOLITION PHASE.
CONTRACTOR SHALL RIFY ALL
RRIFY 041_A�
EXISTING UTILITIES PC IZONTAL AND
_lop T
VERTICAL LOCATION RIOR TO
START OF DEMOLITIO
EROSION & SEDIMENT CONTROL PHASE I
JI.`Dj-!N30N
/\N
1.4
IN �13
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;10 15 0 30 6*
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SCALE: I = 50'
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IN
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0<111STWA &O"M &I" -fJ_
DW POND
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GRADW. aEAIM
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POST DEVELOPMENT RUNOFF
Q2POSTSITE= 2.77CFS
QIOPOSTSITE= 3.78CFS
0 = 5 26 CFS
llivr%J31311 . EROSION & SEDIMENT CONTROL PHASE 11
ASBUILT POND
CONTROLLED RUNOFF LEAVING POND & HIGH WATER ELEVATION
Q2POND= 0.42 CFS & 620.27
QIOPOND= 0.55 CFS & 620.48 Stormwater Control Narrative
STORMWATER MANAGEMENT REQUIREMENTS MET SINCE THE 10-YEAR POST Storm runoff from this project is controlled to an off -site dry shallow storm pond which
DEVELOPMENT RUNOFF RATE LEAVING THE PROPERTY IS LESS THAN THE 10 was built for the auto facility and the subject property with the previous site plan #45-01,
YEAR PRE DEVELOPMENT RATE. this swm pond is situated to the west of this site. The the increased impervious area for
RUNOFF COEFFICIENT CALCULATIONS this proposed development contributes an additional 1,778 sf of runoff from the propsed
parking area on the west side of the building. The existing shallow pond was asbuilt with
PRE DEVELOPMENT C =.32 this development and modeled to reflect the increased runoff. The revised results
LAND USE C VALUE AREA C(AREA maintained pre to post development runoff rates therefore acheiving adequate storm water
OFF -SITE UNDISTURBED .25 54,880 SF 13,720 mangement for the subject properties.
ON SITE-E\4PERVIOUS .9 10,950 SF 9,855
ON -SITE -UNDISTURBED .25 34,500S 8,625
TOTALS 100,330 SF 32,200
WEIGHTED CN VALUE = .32
30 15 0 50 6*;
ommomw
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MARK D, SMITH
-o Lic. No. 22837
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DATE:Nov. 22, 2010
POST DEVELOPMENT C =33 SCALE: AS SHOWN
LAND USE C VALUE AREA C(AREA)
OFF- SITE UNDISTURBED .25 54,880 SF 13,720 DESIGNED BY: JNT
ON SITE -IMPERVIOUS .9 12,728 SF 11,455
ON -SITE -UNDISTURBED .25 34,500 SF 8,625 FILE NO. 2624
TOTALS 102,108 SF 33,800
WEIGHTED CN VALUE = .33 SHEET 2 OF 5
2010-34
FREDERICK COUNTY INSPECTION NOTES:
BUILDING SHALL COMPLY WITH 2006 UNIFORM STATEWIDE BUILDING CODE (USBC), SECTION 308
14 —INSTITUTIONAL — CHILD DAY CARE FACILITY 12 Y2 YRS OF AGEJ, OR SECTION 305 E—EDUCATION USE M CONCRETE BUMPER CURBS
12 Y2 YEARS OF AGEJ, OR BOTH OF THE 2006 INTERNATIONAL BUILDING CODE (IBC). BUILDING SHALL
0 z PAVEMENT AREA
zi treated 2" x 4" post ALSO COMPLY WITH 2003 ANSI A117.1-03 FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. GRASS FILTER STRIP LU
concrete skid pad wl top 6" painted green _2' Uj
p, LL
treated 2N 4"with top 6" painted blue 1 8N 1 BN 6" doe 0 Lu
a_ ASBESTOS INSPECTION AND A DEMOLITION PERMIT IS REQUIRED FOR REMOVAL OF EXISTING
0
1 "coupling (PJ X FIP) and
R
STRUCTURES.
MIP plastic plug on Utail piece f, X
Q
24� finished grade Ir __�, 'r 4" PEE GRAVEL C�IX`PHRAM��
meter box
T PROVIDE GEOTECH FABRIC &
18" M
finished PROPOSED SINGLE STORY 2205 SQ FT BUILDING SHALL COMPLY WITH HEIGHT AND AREA OF T503 IBC ON SIDES AND BOTTOM 12' T_
grade 36 —sidewalk— 36" 8" STONE & SAND MIX
I \XV
and cover WITH APPLICABLE INCREASES. ALL I —INSTITUTIONAL & E—EDUCATIONAL ARE REQUIRED TO BE FULLY OF TRENCH
,V/ WW- z
screw -type roadway bo. SPRINKLERED OR DOORS AT GRADE EXITING CLASSROOMS ARE REQUIRED. ALL REQUIRED EGRESS SHALL I
with lid marked"SEWER" 4- CPP W/SILT SOCK LU C\2
\-6"stone BE ACCESSIBLE, ESPECIALLY DIRECT EXITS FROM CLASSROOMS. ACCESSIBLE EXITS SHALL BE 0 L0
meter by TO DAYLIGHT W 00
F.C.S.A CONTINUOUS TO A PUBLIC WAY VIA AN ACCESSIBLE ROUTE. UNDISTURBED SUBGRADE C\1 —4
C\2
>0
36" M 0
HANDICAP PARKING PROVIDED AS REQUIRED. HC PARKING SHALL NOT EXCEED 2% SLOPE. HC SIGNAGE C\2 00 r)
minimum
C\2 -
48" 12 gauge insulated solid SHALL BE PROVIDED AS REQUIRED BY THE USBC SECTION 1106.8. WALKWAYS SHALL NOT EXCEED 2% FILTER TRENCH .i CD tab
48"
3" min. stone pper wire for line tracing, SLOPE. WALKWAYS EXCEEDING 2% SLOPE SHALL BE DESIGNED AS HANDICAP RAMPS.
surrounding taped at 10 foot intervals C)
co
box ....... . . . . . force INTERCEPTER DITCH D ETAI L > "I- C\,2
main
........... U j W
...... .....
............
SDR-21 (NOT TO SCALE)
V.,
..... ......... V CTS polyethylene 2" corp. stop (6 ft. min SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF THE IBC SHALL APPLY TO THIS TYPE OF
............
LU 0-� Q) 9)
. ....... tubing (PET) 200 ....... solvent weld cap STRUCTURE. (SOILS CONCRETE, STEEL, ETC.) 61 0
.......... . 12 -0
SS inserts
.......... ...... 0
1 11 connections
...... to tao
........... .....
................ ................. .............
. .. ... ...... I ....... ...........
...... ........ .. 6' stone
.......... .......................... :,. : . Q)
.......... .. .................
Opposite Side m :::.: . .... *"*'-*-.'.,:.,..".,..,,.",:������ �; *.'.'.'-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-..- SAN.VA
.. ........................... ..
in.
....... .........
saddle with ........ . ..........................
....... ............. ...................................
.. ....................
corp stop . .........
EXI5!TW-s
12 gaug solid ins ..............
saddle FIP pack ]oil 2" MIP x push joint D.I. adapter
copper wire for line tracing, with D.I. knuckle joint restraint
................. ..
stone ... ..... coupl F FF_ HYDRANT
6-
.......................
taped at 10 foot intervals ........ 2" CTS polyethylene tubing (PET) 2" ball valve with 2" square operating nut
200 PSI w/ SS inserts at all connections bricks fTI C� 01
Same Side Q) 0
Q)
INSTALLATION NOTES: INSTALLATION NOTES:
U)
1 Exact location of meter box assembly to be approved prior to Installation. 1 Exact location of roadway box to be approved priorto installation.
2'. Water service crossing street: 2'. Sewer service crossing street:
a. Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the a) Encase in 4" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the
street, to one foot beyond sidewalk. street, to one foot beyond sidewalk.
b. Install 12 gauge solid insulated copper wire (for line tracing) from corporation stop to into the meter box [wrap wire b) Install 12 gauge insulated s'olld copper wire (for line tracing) from corp. stop to into the roadway box [wrap wire around 6el 01
around corporation stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap around corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into roadway box and terminate at top of box
bottom of angle ball valve; terminate with 12" tail piece]. just under lid. 61721 7Jfi
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
x %", 3/4" AND 1" HIGH PRESSURE FORCED SEWER
INV.=6171.25 z
METER INSTALLATION SERVICE LATERAL X "-1 0
FEB 09 -25- FEB 09 V)
EX.5TM. 5TR.
10' HIKERABIKER TO END TOP=621,B1
CHERYL JOHNSON AT PROPERTY LINE INV.IN=(oI5.Ba-(Ir_7")
TO BE WILT F`ER DETAIL ON 0-44EET 5) INV.IN=611.41 M
USIE: VAGANT INV.0UT=(oI133
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19 —619-9-5 Ah, SE0JIFED CONTRAC-TOR SHALL 1_J
.:7 KILL AND/OR OVER -AY TO PROVIDE
(0, >
61F of
619,76 LIMITS OF ING 4 CLEARING S�IOOTH TRANSITION AND P06TIVE
X ,.rNGCIG-ll I I--, b 01 JR05Y 4 KIM5ERLY WENDELL
�jVJ761932 BAR
END CG-&R CJRB TRANS RE:MOVE H op
BEGIN CG-2 /AFFROX
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AS RE0JIRED CONTRACTOR SHALL X M4 C7, V�; 0'.12 Ue)E: RESIDENTIAL
LL
7
MILL AND/OR OVERLAY TO PROVIDE
-71771 flL lu ZONING: RA
SMOOTH TRANSITION AND POSTIVE
f
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X DRAINAGE X 6M7 49 bteP6 131 9
20 2-
6el > MARK D, SMITH
t L*COCAN LAW WA WALL NOSE-DXN
LAM')� I�fth AMA I Lic. NO. 22837 1:11
LATEF;V EXISTki CU
2�119 t WN"
AL ST
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-A 5'XIO' CONC STOOP
2v // f . SIGN
I REWIRED CONTRACTOR SHALL EX STRUCTURE LU
WOW ASFWALT, MILL OR OVERLAY TO TO BE DEMOLISHED END CG
7f —WALL -fONAL
'Y CREATE POSTIVE DRAINAGE x V.1,7 :zj W :_4
TT ASI-HALT P r
Rd. M,- '21
21M, ATEFN
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CONCRIErE 5UI1P'EIR5 21 215!12 SI&I (TYP 1 0
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F LATER4 (t9p-) 5Y'FC5A
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A&�OVE oN SOARD
x W CONIC. PAD Willm
/// / 1 1) EX TPEE �,;0'60N I 144�AL�Ll
TO DE 011115110VID TIE IJ�TO F-05A LINES
UL
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LIMITS 0 F GRADING 4 C EARINIG EP CAI
2 "� -- -- — — — — — —
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(emom EtAL TIM GNEWET) CG _--l�—MAkL.
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61?1 5 CUF�45 OUTDOOR A -OUND INv-618-56 X 6
N
Vto
6"M t'- MOM -62 is- INV (619.1044"
REOWIRED CONTRACTORSHALL 'V:4 45
/,As RIM 6
4- (Go MTAL TW *W) \ %,_�: : '-BOTTOM ELEV-615-11 END -y- KIM5EIRLY WENDELL
GRADE AREA TO PROVIDE POSITIVE RELOCATE 4" CF'F Tj —O'HIKER151KER TO
TO W AT PROPERTY LINE
-,E Ei PUMP
DRAINAC (SEE SHEET 5 FOR E)ETAIL5)
SWEET 5)
TO 13E BUILT F`ER I' XTAIL ON U6E: IRE51DENTIAL
X
�A LIMITS OF GRADIWs 4 CLEARIWG
C RAM E-
33-((A))-cJ2
ZONING: RA
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Milt AME
6 CAI
Ue?E: AUTO REPAIR 1,97 LLJ
ZONING: E�-3
for- \LIMITS OF GRADNG 4 CLEARING �D
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CONTRACTOR NOTES:
x felk.40 1. ALL UTILITIES SHALL BE LOCATED UNDERGROUND. CONTRACTOR TO
COORDINATE WITH UTILITY PROVIDER FOR TIE—IN LOCATIONS.
2. CONTRACTOR SHALL FIELD LOCATE EXISTING DRAINFIELD AND ABANDON PER
FREDERICK COUNTY HEALTH DEPARTMENT REQUIREMENTS. DATE:Nov. 22, 2010
3. CONTRACTOR TO COORDINATE WITH FCSA LOCATION WATER LINE AND SANITIARY
SEWER CONNECTION LOCATION. SCALE: I" = 20'
4. FOUNDATION WATER PROOFING AND DEWATERING DESIGNED BY OTHERS. DESIGNED BY: JNT
p
w lop a 1 n lag
,een
FILE NO. 2624
20 10 0 20 40
— SHEET 3 OF 5
SGALE: 1 20' 2010-34
I*X4"X4'-8' SLATS, 2-FINIS44 NAIL AT
TOP AND BOTTOM
2"X4'X4' BEAMS, TOE 14AIL TO I
4WW'FOSTS
1.215. � 4'-91' ��Uk U1 Al
NOTES:
1. PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG.
2. FINISHED SIDE OF FENCE SHALL FACE
ADJOINING PROPERTY, IF APPLICABLE.
WMPACTED GRAVEL
woa�) FIENCIE �) T,41L
FOR E30TH C)UMf=5TEfR FENCIL05IJfRE AND FEIRIMFETEfR FENCING
NOT TO SCALE
SET TREE LEVEL AND PLUMB- -STRAIGHTEN
AFTER SETTLEtISNIT IF REQUIRED. SET TREE
WITH TOP 118 OF: ROOT BALL ABOVE FINISHED
GRADE
ENCASE WIRE AROUND TRUNCK IN BLACK
RUBBER HOSE. SECURE AT HEIGHT ABOVE
FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE
REMOVE TOP 1/3 OF 5UF;ZLAP AND CUT ROPE
ANDIOR REMOVE WIRE BASKET FROM BALL
GUY WIRE 012 GAUGE
'14
2" DOUBLE SHREDDED HARDWOOD
o7rb
3" SOIL SAUCER
P q 0 4 tipli
IND
36TAKES
5ACJ-:T-ILL
NSENV�_-LIGHTLY CC"PACTED SETTLING MOLZJ—*
TYPICAL PLANTING I)ETAIL-- EVERGREEN TREES
(NOT TO WALE)
S.
RUBBER HOSE
GUY WIRE 012 GAUGE
TURNBUCKLE
TREE WRAP WITH 50% OVERLAP
FLAGGING TAPE ON EACH WISZE
2" DOUBLE SHREDDED HARDWOOD
MULCH/3" SAUCER. PLACE TOP I/8"OF
ROOTBALL A50VE FINISH GRADE
3 STAKES
5ACKFILL
ROOT5ALL-REMOVE TOP 1/3 OF
BURLAP AND CUT ROPE AND/OR
FMMOVE WISS BASKET FROM 5ALL
LIGHTLY COMPACTED SETTLING MOUND
TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER
TFREEI (NOT TO SCALE)
1— 2 x BALL DIA. MIN — I
xqp---
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AMEEPRICAN TOE301J1
.0
U5E_ AU7,
ZONINr_:T:
7
CORNER OF ROOT SYSTEM TO E3E AT LINE OF
OR16INAL GRADE.
FIRMLY GOMPAGTED SAUGER (USE TOPSOIL)
GENTLY GOMPAGTED TOPSOIL MIXTURE.
5GARIFY PIT E30TTOM (MIN. 6").
5GARIFY PIT SIDES
NOTES:
1. MIN. ROOT SPREAD TO BE IN AGGORDANGE NITH
"AMERIGAN STANDARDS FOR NURSERY STOGK."
2. PRUNE ALL DAMAGED, DISEASED, OR HEAK LIME35 $ ROOTS.
3. GLEARLY PRUNE ALL DAMAGED ROOT ENDS.
4. DO NOT ALLON ROOTS TO DRY OUT DURING INSTALLATION PROGES5.
5. 50AK ROOTS IN HATER OVERNIGHT E3EFORE PLANTING.
TYPIGAL PLANTING DETAIL - SHRUB
33-((,4))-131
CHER"T'L JOHNSON
USE- vAcANT
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USE: RESIDENTIAL
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5YM. 45 501,4NIG NAME COMMON NAME QUANTITY 151z
G)
AR
ACER RUIBRUM
REID MAPLE
23 - (IBUFFER)
4 - (PAWING)
2" cal 545
TO
Thuja occidentalls
Eastern Arborvitae
23 - (BUFFER)
4'HT 545
@
Spirea bumalda 'Gold Flame'
Gold Flame SpIrea
23 - (BUFFER)
3!@al. 18 In Ht
Tc
Taxus cuspiclata
I
Japanese Yew
1
(o - (PAWING)
3 GAL. MIN.
3' HEIGHT MIN.
10, 6' HIGH OPAQUE
01 0 1// EF-ENCE
0 10' LANDSCAPED ESMT.
2 EVER3REEN 4 ONE
DEC[r,>UOUS PER 10'
TYPICAL BUFFER YARD PLANTIPJG DETAIL
NTS
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X 4�
s KIME3ERLY WENDELL
USE. f=,E-05IfDENJ"IA_L
7(-)NIN(:-t- fRA
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USE. RESIDENTIAL
ZONING: RA
20 10 0 20 40
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SGALE: 1 20'
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MARK D, SMITH �`
Lic. No. 22837 t�,4
k_�aYOIVAL
INTERIOR PARKING LOT LANDSCAPING (J&E-�-203,01: I TREE PER 10 SPACE5 I I
14 TOTAL SPACES PROPOSED/ 10- 2 TREES REQUIRED
PERIMETER LANDSCAPING (165-21-(EX11)(a), 32,8-125F.IMPERVIOU5AREA or 0.135
acres)
I TREE PER 2000 SF IMPERVIOUS AREA
PROPOSED ADD [TONAL IMPERVIOUS AREA = 2038 r:r-/ 2000 = 2 T RE E 5 fRE QU I RE D
TOTAL= -4 TREES FROVIDEID
NOTE:
*THE PLACEMENT OF TREES SHOWN ON THE FL,4N MAY CHANGE AT
THE FINAL FUTURE 51TE PLAN 5TAC-;E. THE OWNER RE5ERVE5 THE
RIGHT TO RELOCATE TREE5 TO MA<E THE 51TE ASCETICALLY
PLEASING WITH APPROVAL FfROM FREDERIC< COUNTY
*ALL PLANTS &HALL GONFORt-1 WITH ]&E�-203.015 OF THE
FREDERIC< COUNTY ZONING ORDINANCE AND ALL PLANT
5U55TITUTION5 MUST E3E APPROVED IN WRITING 5Y FfREDERIC,<
COUNTY PLANNING DEPARTMENT.
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DATE: Nov. 22, 2010
SCALE: I" = 20
DESIGNED BY: JNT
FILE NO. 2624
SHEET 4 OF 5
2010-34
Greenway Engineering August 19, 2010 Busy Beez Daycare Rezoning
Greenway Engineering August 19, 2010 Busy Beez Daycare Rezoning
Revised September 21, 2010
Greenway Engineering August 19, 2010 Busy Beez Daycam Rezoning
Revised September 2), 2010
Greenway Engineering August 19, 20 10 Busy Beez Daycare Rezoning
Revised September 21, 2010
Greenway Engineering August 19,2010 Busy Bcez Daycare Rezoning
Revised September 21, 2010
Revised September 21, 2010 1
Revised October 1, 20 10
Revised October 1, 2010
Revised October 1, 2010
Revised October 1, 20 10
Revised October 1, 2010
PROFFER STATEMENT
Johnson being all of Tax Map Parcel 33-((A))-92 and further described by Instrument No.
All other land uses within the B-2, Business General District shall not be permitted on tax
060001525, and are further described by the Boundary Survey Plat prepared by W. Stuart
map parcel 33-((A))-93 unless approved through a subsequent conditional zoning
Dunn, L.S., dated June 6, 1996 and recorded as Deed Book 860 Page 1476 (see attached
amendment.
F.) Signatures
E.) Signatures
REZONING: RZ#
Industrial Transition District (B3) with Proffers to Industrial
Boundary Survey Plat).
The conditions proffered above shall be binding upon the heirs, executors, administrators,
The conditions proffered above shall be binding upon the heirs, executors, administrators,
Transition District (B3) and Business General District (B2) with I
assigns and successors in the interest of the Applicant and owner of tax map parcel 33-
assigns and successors in the interest of the Applicant and owner of tax map parcel 33-
Revised Proffers
PROFFERED CONDITIONS
B.) Access Management
((A))-93. In the event the Frederick County Board of Supervisors grants this rezoning
((A))-92. In the event the Frederick County Board of Supervisors grants this rezoning
and accepts the conditions, the proffered conditions shall apply to the land rezoned in
and accepts the conditions, the proffered conditions shall apply to the land rezoned in
1.) Tax map parcels 33-((A))-92 and 33-((A))-93 shall be served by the existing
addition to other requirements set forth in the Frederick County Code.
addition to other requirements set forth in the Frederick County Code.
PROPERTY: 1.89 acres +/-;
Tax Parcels #33-((A))-92 & 33-((A))-93
A.) Allowed Uses
commercial entrance on Martinsburg Pike (U.S. Route 11). 1
1
Respectfully Submitted:
Respectfully Submitted:
RECORD OWNER: Timothy W. Johnson & Margo D. Johnson (TM# 33 -A-92)
1.) The following land uses shall be permitted within the B-3, Industrial Transition
2.) The Applicant hereby proffers to dedicate right-of-way along the Martinsburg
Pike (U.S. Route 11) frontage of tax map parcel 33-((A))-93 to accommodate the
Clear Brook Rentals, LLC (Timothy W. Johnson) (TM# 33-A-93)
District on tax map parcel 33-((A))-92:
future widening of this corridor. This one time right-of-way dedication shall not
C
APPLICANT: Timothy W. Johnson & Margo D. Johnson and Clear Brook
SIC 15, 16 & 17 - Office and storage facilities for building construction
exceed 10 feet in width and shall occur subsequent to the final Martinsburg Pike
By:
--Timothy
By:
Rentals LLC (here -in after "the Applicant") I
contractors, heavy construction contractors and special trade contractors.
design plan approval. The Applicant shall provide the required, rigbt-of-way
W.,fohnson Date
Cl6d Brook Rentals LLC (Timothy W. Johnson) Date
> SIC 48 - Communication facilities and offices, including telephone,
dedication within 90 days of written request by Frederick County and/or VDOT.
PROJECT NAME: Busy Beez Daycare Rezoning
telegraph, radio, television and other communications.
> SIC 73 - Business services.
By:
ORIGINAL DATE May 9, 2001
OF PROFFERS:
> SIC 75 - Automotive repair, services and parking.
> SIC 76 - Miscellaneous repair services.
C.) Structural Development Limitation
W90 Johnson Date
Commonwealth of Virginia,
REVISION DATE: October 1, 2010
> SIC 861 - Business Associations.
Self-service storage facilities (No SIC).
1.) Tax map parcel 33-((A))-93 shall be limited to a maximum structural area of 3,000
City/,06`u_n_t')of 4�_
y r-f6?VJ(J(- To Wit:
> Public buildings (No SIC).
square feet for all land uses, exclusive of self-service storage facilities, identified in
> Public utility distribution facilities (No SIC).
Section A(2) of the proffer statement.
Commonwealth of Virginia,
The foregoing instrument was acknowledged before me this) 2i�-Iday of w-Dlx-r-
Preliminary Matters
All other land uses within the B-3, Industrial Transition District shall not be permitted on
CityA���f Fre,�Aa_ To Wit:
20JD b JDV\VY_,DV)
Pursuant to Section 15.2-2296 Et. Seq. of the Code of Virginia, 1950, as amended, and
tax map parcel 33-((A))-92 unless approved through a subsequent conditional zoning
D.) Monetary Contribution to Offset Impact of Development
The foregoing instrument was acknowledged before me this (-2-41-dav of (OC+Z) �Oc,-
the provisions of the Frederick County Zoning Ordinance with respect to conditional
amendment.
zoning, the undersigned Applicant hereby proffers that in the event the Board of
The Applicant hereby proffers that in the event rezoning application # is
20_�Dby__T_10A04-�)V U) �OIV)05I nnA, HrlirCo jo�)OSOVI
Supervisors of Frederick County, Virginia, shall approve Rezoning Application #
for the rezoning of 1.89± acres from the Industrial Transition (B3) District with Proffers
2.) The following land uses shall be permitted within the B-2, Business General
approved, the undersigned will pay to the Treasurer of Frederick County, Virginia
$0.10 square footage of structural area developed subsequent to approval of this
Notary Public
_2_0J,2,0IL-
to the Industrial Transition (B3) District and Business General (B2) District with Revised
District on tax map parcel 33-((A))-93:
per
rezoning application. This monetary contribution is intended to offset impacts to fire
L,,.,�
M Commission Expires �elo-
7(,!) 0 V1
Proffers, development of the subject property shall be done in conformity with the terms
> SIC 48 - Communication facilities and offices, including telephone,
and rescue services and will be paid prior to issuance of an occupancy permit for the
17'�
and conditions set forth herein, except to the extent that such terms and conditions may
be subsequently amended or revised by the Applicant and such be approved by the
telegraph, radio, television and other communications.
first land use constructed on tax map parcel 33-((A))-93.
Notary Public
Expires keio 'Dq 2-01-L-
Frederick County Board of Supervisors in accordance with the said Code and Zoning
> SIC 73 - Business services.
My Commission
2-ci 1, (0
\t,� .......
116 .
Ordinance. In the event that such rezoning is not granted, then these proffers shall be
> SIC 76 - Miscellaneous repair services.
-5-�rc,,H 0 0
\, ..* 0
0 .1 , .. 0
deemed withdrawn and have no effect whatsoever. These proffers shall be binding upon
> SIC 8351 - Child day-care facilities.
this Applicant and their legal successors, heirs, or assigns. These proffers are a
by
> SIC 861 - Business Associations.
> Self-service storage facilities (No SIC).
r OF
conditional zoning amendment to Rezoning #05-01 of Timothy W. Johnson, approved
> Public buildings (No SIC).
Please refer to Page 4 and Page 5 of the Proffer Statement
the Frederick County Board of Supervisors on September 12, 2001.
> Public utility distribution facilities (No SIC).
for Notarized Owner Signatures
......
The subject properties are more particularly described as the land owned by Clear Brook
Cl
Rentals, LLC being all of Tax Map Parcel 33-((A))-93 and further described by
Instrument No. 100001314, and the land owned by Timothy W. Johnson & Margo D.
y
File #2624/EAW
File #2624/EAW 2
File #26241EAW 3
File #26241EAW 4
File #2624fFAW 5
4" 2" R
A -
S E
NOTE 4
4
4"' �,_2
RADIUS
6"
7V2" N
MIN.k\�. suRFACI
4 - _.
- 13
AX
M
4 -
BASE
SUBBASI
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION
REFEREICE
105
502
INSEPTABLE SHEET A1/9
CG-2
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
4. TH DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
3 CURB HAVING A RADIUS OF 300 FEET. OR LESS (&ONG
DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE -
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
:A THE PRICE BID IS TO BE MAZE FOR A OECREASE OR AN
NcREASE IN DEPTH.
5� CG-2 15 TO BE USED ON ROADWAYS MEETING THE
REQUIREMENTS FOR CG-6 AS SHOWN IN
APPENOIN A OF THE VDOT ROAD DESIGN MANUAL.
SURFACE
BASE
SUBBASE
STANDARD 6'' CURB
VIRGINIA DEPARTMENT OF TRANSPORTATION
SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE
OBSCURED BY VEHICLE PARKED IN SPACE.
SIGN (SEE DETAIL)
OR I
WAIND I CAI` r-
WHM 6TOP
WM4 EP 2'
IT
OMPED AF�EA
MIN Mk
-a' VAN AC-CES815LE SPACE
5' FOR FMGULAR SPACE
HANDICAPPEF2 f=AFJ'<1NCa DETAIL
N.-TA
LIGHT COLORED REFLECTIVE
BACKGROUND MAT`I_ —
DARK COLORED 2* LETTERS
& 3/8- BORDER
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
DISPLAY CONDITIONS
�5 DOWELS, 8" LONG A —PERMISSIBLE
AT 12" C-C K_ I / C.N" RUC I ION
5'MIN. 7
12:1 MAX
2- 12 1 MAX] :2 B
B
RAMP
EE �TABLE)
TRUNCATED DOMES
A SEE SHEET 1 OF 4 FOR DETAILS
5*_011 MIN
SHAPE TO MATCH FACE
OF ROADWAY CURB
CI 8 AY
BACK Of
A6
20 tl 4R !I MAX_-
�21 MIN.� SECTION A -A
PERMISSIBLE
CONSTRUCTION
'0 NIT
SECTION B-0
NOTE: FOR GENERAL NOTES ON THE DETECTA13LE WARNING SURFACE,
SEE SHEET I OF 4.
REV, 9/06�1
1 201.01
12*
— RESERVED
PARKING
24
61 [_6�-
TYPE B
PARALLEL APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB 6' CURB
0
4
6
_5
7
5
8
3
9
1
E E6
12
NOTE:
THE REQUIRED LENGTH or A PARALLEL RAMP
IS L IMITED TO 15 FEET, REGARDLESS OF THE
SLOPE.
4.0' MIN.
7.0' MAX.
UNLAWFUL STEEL PIPE FILLED WITH CONCRETE
PARKING IN THIS
SPACE IS SUBJECT
TO A FINE OF DARK COLORED REFLECTiVE
50.00 TO $100.00 BACKGROUND MATERIAL
LIGHT COLORED 1* LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED
AT SAME POINT ADJACENT TO THE 8' AISLE.
INSERTABLE SHEET A59
_J
<
3:
cn
V)
0
CY
0
CROSS
WALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
5. MIN
MNA.
a9
A 4'SQUARL LANDING AREA
OUTSIDE OF TRAVELWAY
SHALL BE PROVIDED FOR
PERPENDICULAR CROSSWALK
OSSqAI-K
WITHIN THE MARKED
CROSSWALK AREA,
CG-12 DETECTABLE WARNING SURFACE
TYPE B (PARALLEL.) APPLICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
COI`1F
(435% DENSITY)
MOIDIFIDED CG-(oR CUIRD DETAIL
(NOT TO SCALE)
NOTES: ONLY TO 5E UTILIZM WERE OELNEATED ON MAN
21
1-11111t SEE SITE PLAN
I-AA;6; fAT L/4 1.
�=
-.1 21
Dt-aM:*vw
LG
3 OF 4 1
2N 8M IMSA ASF94LT
6' SUBBASE (21-A STONE)
21
1= A (W% DENSITY)
TYPICAL A6FHALT Trq;WL DETAIL
(NOT TO SCALE)
4" FREINFORCEE) CONCRETE
30M PSI
4" &JBBASE (21-A STONE)
WIDTH VARIES\
SEE SITE PLAN
1/4" a It
AA'.
411 A
. .. \ , . . -4 A
V 4
411 qW
as
COMPACTED SU15GRADE
(W% DENSITY)
CONCRETE 51DEWALK DETAIL
(NOT TO SCALE)
ON51TE TYPICAL PAVEMENT 5ECTION
NOT TO SCALE
LIGHT PAVEMENT SECTION
IS�" 81`1-12DA WWACE COMSE
2" SM-25.0 E!ASE OCURBE
&N 151.03ASE VOOT STD. GR-21A
W8GRADE
(COMPACTED TO Sbro DENSITY
AT OFT" MOISTURE CONTENT
VDOT VTM-1 METHM)
PAVEMENT MIGN BASED ON A 61.115GRADE CM DEbrIN VALVE OF 6. SOIL TEST
OF T14E &.11909LADE MST WBMI I I " ACTUAL DE I WINATICIN OF FiSaMI
PAVEMENT SECTION THICKNE88 MOR TO C"TFUCTIM
Pt_Pyft3_Vd0t
2010-11-16 14:11 flooring
7TUJCT7Z_r
P-111billo CulI JB It mgWomd
"dwnueK of LF, Lw. Ad RWo Reqwvad�
540 409 3Z39 15406626430 P 1/5
ITEM
0156400
WALLLANTERN
I FYO"065LK-M
MODEL*
FYOS_O�
Suflilin 31L16 Sbip and Y10d 1.1nes
Standard:
If IL-Ccd. Stop linl:-., ;Ill[[ cl,]ISL,�t IA .4(1[id lino, extending nvniss nplinnicli lanes it) indicate ille pt)illt
at Tlitil�h tltk� 11101) iS iRt-VID&A 0Y FC111tiFC41 E0 he U1.1dI
If iL,:L�cl. vield linL-., isee Figttre'.30-14) shaf[ iI ofu r1liv of solid ifliite i-4osveles iriont-lo ptlinling
1.1-tird apprOLIVIiint,, vehides extending acn)NN Rp]1nII1Ch IlLnes ill individe the point at ii hi(h the Nidd is -
intended OV 1'1.�Ljltircd to bk� ninde.
11111CSIS1101AILI he 300 to 6R) nim (12 to 24 Iii)wIde.
0 11 I'11CS It] he u wtl lo 'indicul c I lie po I Ill I-C li'llid -.0 1 lc 11 vch IC Ics a Iv IILCIU I IVd I o VI 1). i 11 collipl i a lice i 11
a ST011 slun. Inalfic conlrol ,Ipiial, or ".nie othertniffic conlrol devicc, "cel-)i
-
The IIlkIk-'1kILILII CLI111111-IlSiVIL' [lie yield hIlC �,IIOILIILI 111,11W El Of' .100 It, 0)0 mill ( 12 to 24 *ill*, w'lklc
a n(I a liel L- 1i I equ a I lo 1. 5 i'l niLN I lic hase. T lie .qNice FIc [wee n I lie I riwlp I es s liou IkI hk: 75 to. 3(,0 ill in (3 1 o I 'ill ',I
0 PI
�ield ]lite% Illay' [V LISCd lo indicale I lie point IvIlMd which vchiCICS kill-C It) VICId Ill C0111I)II011CC. 'Willl
(RI-2))�*ILIloI-"l),I,:Id I-lo-c to I1ckIc,;IrI1Fi ns If R 1-5 or R 1-50 sip 11.
If slop -.111cl yield should Iv. pILIccd ,I minimum of 1.2 ill (4 I't) Ill ad"unce of* Ilio, nearcst crosswalk
line it collirolled ]litersecilons, exccpI I'or y'cld lines it rounklahCH.11 llIICt'-*kCII0IlS LIS llr(�"ILICICI fOr Ill Seci 313.24
. I I -
.�Iild 11 lll'IL]hl(Xk crosswalk,:. Ill I licab,,ence ofa irl cix.v,,s,,N alk. [lie slop I'lile or -Y-*iclkl 1111C 1,1101.11d 11C IIIJICC(l fit
Ille dcsirekl sloppilip, or ViAlillL, but ';Ilk)Llltl be I-)Iacckl ilk) niorc ilian 9 in (30 1*111 not- lem, Illun 1 .2 ITT (4 1`1
front the rx:aresi cc ll-c of ilie "Inlem-cl inp I nwelcd way. Slop hiles should lx,- placvd lo ALIN,,- sufficient sight
(11%imice to all oiller. a 11 proac lies to lul intervwx:1ion.
lI'USkXI .11 Lill LIIlyIQIIaII/_CXI nildlilock crosswalk, )icld 111105 SIIOUILI he placed ad . IoLvill o 11, )r ICI(I Here to
PICCICKI 11 10CM Cd 6.1 to 15 ill (20 to 50 fu I'll adva lice L, r I lie nea rem c rosswu Ik I I ric. n Tid Inirk 1 it S1101.1 Id be
prolliblied ill [lie arcu 1-.�Llwecll Ilic vield line anki Ilic crosswalk M- 1.5).
SIOI) IIIICS�111 1ll'ILlbIcck IOCkli'1011S 1,1101AILI he 1)13CCCI A least 12 ill (40 I'l) Ill ItIVL;,'Icc ofille lic.,ire"t
(sec Section 41).15,1.
S 1.111[7101t:
I)I'lvers who x ield lcx) ckwk- it, cix*.-,swalks, oil mulli-lane 311pmaclics place pctIcsirkins ill risk by hlcx-,k'llll
Z
- L `vc I,-' V*ew'. o llctic��,l ria lis.
ollicl Ill I
%,%:L 311.116
FIELD JOINT REQUIRED
DH07 171 2MR071-12:
DH071-16e/ DR071-16:
El ECTRICAL QUICK DISCONNECT
NEMA 8P (EQD)
QUICK DISCONNECT ASSY
(304 S.S.)
S.S. CAST BALL VALVE -
DISCHARGE
1-1/4' FPT
1-1/4' DISCHARGE LINE
(3G4 S.S.)
41.6 In
1057 nini CHECK VALVE -'
(NORYL)
DISCHARGE
TO
Awri-sipHoN VALVE
(NORYL)
OPTIONS:
DH071 I.El."TCONSIROLS)
GASKETED LID, FRP
LLVEL CMTRMS)
STRAIN RELIEF CORD
CONNECTOR
CABLE SHROUD
(HDPE)
POWER/ALARM CABLE
frkPROTECTIVE
6 CONDUCTOR W/GND
E/ONE EQUALIZER
INTERNAL WELL VENT
ZO" DIA.
INLET, GROMMET
TO ACCEPT 4.50* O.D.
PVC PIPE (STANDARD).
DUST COVER SIJPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
HIDPE TAW 29.5 DIA in
DUAL WALL, CORRUGATED 749 ffrn
70 GALLON CAPACITY
SEMI -POSITIVE DISPLACEMENT TYPE PUMP.
EACH DIRECTLY DRIVEN BY A 1 HP MOTOR
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAJLS
.36.0 In
914 nim
LARM
fTO INLET
I
26 In
ON
650 ffm
47 gal
18 In 179 L
+47 mm
OFF
32 gal.
I
121 L
14 In
345 rnnn
24 gal.
91 L
CIP
CH 04/27/�B
�E:T: —
OR BY I CW7D DATE I �—.4_SCALE
M=
MODELDHO71 / DR071
DETAIL SHEET
NA0050P02
# employees 3 GPD/peirson
1 1�
GPD
El
# children IOIGPD/poirson
I
4zm
GPD
Total
615
GPD 615<700 OK
Total
0.
GPM
E/ONE DH071 CAN ACCOMMODATE FLOWS OF 700 GPD
OPTIONS: [:]DHO/1-6
Larum)
EIDR071
—611
RELIESS
"Off"I
DISMIARGE 1-1/4 FIELKE PrE
0 1.4
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
07/1
AD CA4 2/07 A 1/16
DR BY CHICO DATE ISSUE SC&E
E me,�
MODEL DH071-61 / DR071-61
NA0050PO4
Z
0
UJ
UJ
Z
ZCQ
UJ
0
0
CO
CV
CO
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A81
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CO 0
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Z
11�4
0 1
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1,-- 0
W 11 q)
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0 't
LO
0
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(D 0
W
0
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MARK D, MITH
Lic. NO. 22837
'8 7
f
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F-4
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W
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DATE: Nov. 22, 2010
SCAM: NA
DESIGNED BY. JNT
Fn.E NO. 2624
SHEET 5 OF 5
2010-34