HomeMy WebLinkAbout47-08 Westminster Canterbury - Chapel Addition - Gainesboro - Backfile (2)CENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP
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Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR - - - - - _ _ SCALE V= 2000'
1. Methods and materials used in the construction of the improvements herein shall conform to the 33 - W
Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
current County construction standards and specifications and/or current VDOT standards and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a EXISTING INDEX CONTOUR 330 FW,.E 31 tu
specifications. discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall 40 \ jB°IM_13g
govern. PROPOSED CONTOUR W
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during EX E/P Z
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construction, must be provided prior to issuance of the site development permit. The approval of these V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health EXISTING EDGE OF PAVEMENT Z
plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. PROPOSED EDGE OF PAVEMENT PROP E/P
and Sediment Control Handbook. EX C$6
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in EXISTING CURB AND GUTTER = -- --_ -_-= -- - - -_ 5"Y610E �� Z
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accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control PROP C&G �� CC<w ERSURY LU
Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. PROPOSED CURB AND GUTTER 0 iVE 00
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4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic EXISTING TELEPHONE LINE T k > � `t
required under State law. 1U 0
signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the SITE
sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict PROPOSED TELEPHONE LINE T T M CD
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from _�_ EX. 15" RGP ao COI `n q
held with the Developer, County Representatives, and Representatives of the Virginia Department of this responsibility. EXISTING STORM SEWER ��� 3 o 1 >,
Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The P y PROP. 15 RGP " > C\2
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developer will be responsible for providing guardrail and paved ditches as determined by this joint y o ae ej�R Z x LO �
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject PROPOSED STORM SEWER of 0 0 p
inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision 'd +' 0 of
shall be the responsibility of the developer. EXISTING SANITARY SEWERW r o .
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a PROJECT INFORMATION aLO W
representative of the developer must be available at all times. PROPOSED SANITARY SEWER S S
P P V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform
permits for any work within VDOT right-of-way. EXISTING ELECTRIC SERVICE E SITE LOCATION 300 WESTMINSTER CANTERBURY DR. E,r�,
WINCHESTER, VIRGINIA
Traffic Control Devices (MUTCD). V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held PROPOSED ELECTRIC SERVICE E E
by the engineer and/or developer with the attendance of the contractor, various County agencies, utility FREDERICK COUNTY 00, V3 Cl)
e. All unsuitable material shall be removed from the construction limits of the roadway before placing companies and VDOT prior to initiation of work. EXISTING GAS LINE
embankment. (( )) Q) o
PARCEL IDENTIFICATION N0. 53- A -63A rr � � �
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any PROPOSED GAS LINE 5 5 LOT AREA 48.2747 AC. v
9. All pavement sections on the approved plans are minimum sections to be utilized when the actual undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required �-
California BearingRatio CBR of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be or re uested ins ection. PROPERTY L[NE DISTURBED AREA 532 S.F.
(CBR) P g g q P � � wcn
performed for actual determination of required pavement thickness prior to placement. All final pavement CURRENT ZONING RP (RESIDENTIAL PERFORMANCE)
and base course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent FLOW LINE - •••� •••- •••--
Subdivision and Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to public roadway via a construction entrance that is constructed and maintained in accordance with Section FENCELINE # -#-
CURRENT USE RESIDENTIAL & ASSISTED LIVING FACILITY
properties determine the true support values of the soils in the subgrade. Final pavement design shall be submitted 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other ro erties affected- PROPOSED USE RESIDENTIAL & ASSISTED LIVING FACILITY
during construction and prior to placement. by this project shall be maintained through construction. The Developer shall have, within the limits of the EXISTING POWER POLE
project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion SIGNS: NONE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous EXISTING TELEPHONE POLE (�) WITH THE STANDARDS OF SECTION 1 OF
indicated on the plans and as required at the field inspection. basis for proper installation and operation. Deficiencies shall be promptly rectified. THE FREDERICK COUNTY ZONING ORDINANCE.
EXISTING WATERLINE W/ TEE � -� r-) OUTDOOR LIGHTING: ROAD AND PARKING LOT LIGHTING IS TO BE PROVIDED USING z
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end �-�-� THE SAME LIGHT STANDARDS AND PATTERNS ESTABLISHED IN THE
shall be minimum 6" diameter and conform to VDOT standard SB-1. of construction. PROPOSED WATERLINE W/ TEE -V -r�V- EXISTING PARKING LOT. ALL LIGHTS SHALL BE SHIELDED TO
PREVENT ILLUMINATION OF ADJACENT PROPERTIES. U1
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum EXISTING FIRE HYDRANT OPEN SPACE PROPOSED OPEN ILLUMINATION
SPA37.24 AC.=77.1
than one litter receptacle shall be provided at the construction site. thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict - W
points. EXISTING WATER VALVE
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment
prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered PROPOSED WATER METER ® PARKING CALCULATIONS
take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust during the course of construction shall be immediately brought to the attention of the engineer and VDOT. EXISTING REDUCER �-
free condition at all times. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved TOTAL REQUIRED SPACES CITY & COUNTY = 245
by VDOT. PROPOSED REDUCER v TOTAL EXISTING SPACES CITY & COUNTY = 379
14. Notification shall be given to the appropriate utility company prior to construction of water and/or a PROPOSED SPACES PER SITE PLAN 37-08 = 61
sanitary sewer lines. Information should also be obtained from the appropriate authority concerning V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT TRAFFIC SIGN
permits, cut sheets, and connections to existing lines. representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be HANDICAP RAMP (CG-12) 1 TOTAL SPACES = 440
present to insure the sample obtained is representative of the location. When soil samples are submitted to DENOTES LOCATION -1 STD VDOT NO ADDITIONAL PARKING REQUIRED PER THIS PLAN W
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project C 1122 AND OR JUR[SDICTIONA[ HANDICAP PARKING E'
current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards STANDARD P CONSTRUCTION Q
and procedures. 401 -500 = 9 SPACES REQUIRED
P PARKING INDICATOR Ai2 TOTAL EXISTING SPACES CITY & COUNTY = 13 - EXCEEDS 1106.1
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the INDICATES THE NUMBER OF TYPICAL PARKING SPACES
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted 13 SPACES OF WHICH 6 SPACES IS VAN ACCESSIBLE - EXCEEDS 1106.4
needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within HANDICAP PARKING NONE PROPOSED PER THIS PLAN
existing utility verification and the proposed construction. plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the C I'TH O�T'I
direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless VEHICLES PER DAY COUNT 100
result of his construction project within or contiguous to the existing right-of-way. specified otherwise. PROPOSED BUILDING ENTRANCE -.- U A K D, SMITH 9
18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as d N0,022SMI
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site specified by VDOT.
837
development permits. EXISTING STREET LIGHT � - ��.� �f
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet �s 1 �ZZ,(��
19. The developer will be responsible for the relocation of any utilities which is required as a result of his VDOT minimum design standards and is the responsibility of the developer. s-'ONAL
project. The relocation should be done prior to construction. SANITARY MANHOLE IDENTIFIER 1z
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the
protected in accordance with state law. In the event gravesites are discovered during construction, the Manual On Uniform Traffic Control Devices. STORM DRAIN STRUCTURE IDENTIFIER O
owner and engineer must be notified immediately.
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
21. The contractor is to verify field conditions prior to and during construction and notify Greenway start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way EASEMENT LINE - - --�-
Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
approved plan. may be obscured. CENTERLINE >_
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. EXISTING SPOT ELEVATION 12.0 �
standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road + ENVIRONMENTAL FEATURES
professional engineer and results submitted to Frederick County prior to pavement construction. If a and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified PROPOSED SPOT ELEVATION 115 3
geotechnical report has been prepared, it should supersede the requirements in this note. copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking EXISTING TREE LINE EXISTING PROPOSED PERCENT
stone depths, a VDOT representative shall be notified and given the opportunity to be present during the "�" FEATURE ACREAGE DISTURBED ACREAGE DISTURBED
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed construction and testing of the density control strip. rFLOODPLAINS 0 0 0
excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to r�-
EXISTING TREE c J 1 15" OAK 0 0 0
commencement of excavation or demolition. Names and telephone numbers of the and operators V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge a� 15 PINE LAKES & PONDS
underground utility lines in Frederick County appear below. These numbers shall also be used to serve in Specifications. Density shall be determined using the density control strip as specified in Section 315 and WETLANDS OVER 1 AC. 0 0 0 W Z
an emergency condition. VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be
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submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the PROPOSED TREE ��rjl 15" OAK 15" PINE NATURAL S.W.DETENTION AREAS 0 0 0
FCSA CONSTRUCTION NOTES opportunity to be present during the construction and testing of the control strip. � �' (�
WOODLANDS 31.7 AC. 0.46 AC. 1.45 G
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger / ► in W W
shall be explored below the bottom of the excavation to determine the type and condition of the foundation. OWNERS CERTIFICATE STEEP SLOPES 5.7 AC. 0 0 E, E
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to OVER 50%
placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, I HEREBY CERTIFY THAT THE PROPOSED DEVELOPMENT OF THE W Z W
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation PROPERTY CONTAINED IN THIS SITE PLAN IS WITH THE FREE PREVIOUS APPROVED PLAN S P 6 3 - 0 4
stabilization shall be determined by the engineer and approved by VDOT. 0
3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE J Z E-
requirements. PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION � � �
requirements. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. UNDERSIGNED OWNERS, PROPRIETORS OR TRUSTEES. OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
4. The contractor shall coordinate with, and arrange for inspection by, the Authority. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified >O W Q
by VDOT. CO VER SHEET w o
5. When an existing water main is tapped for the installation of a new line: U co
a) The Authority shall furnish all labor and material. DATE Project Name:
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans inCO 0 >,
b) The developer/contractor must: accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after WESTMINSTER CANTER13URY O E- 1. make application and pay deposit r �
2. mark the tap location. grading is mostly complete. Z � E-+
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6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. Owner: Address, Including Zip Code & Telephone No.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's 300 WESTMINSTER CANTERBURY DR.
WESTMINSTER CANTERBURY OF WINCHESTER, INC. WINCHESTER, VA 22601
Inspector. UTILITY CONTA CTS ( ) ♦� o
540 665-0156 `/,
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It Developer: Address, Including Zip Code & Telephone No. 124
is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. W 0
permanent meter is installed: P.O. Box 2400 W
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.
P.O. Box 1877 SAME AS ABOVE
b) The frame and cover shall be set to final grade. Winchester, VA. 22604 Winchester, 22604 SHEET INDEX W
c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. (540) 868-1061 MISS UTILITY (540) 869-1111 Z
d) All components of the meter box assembly shall be in proper working order. 1-800-552-7001 Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
Electric: Allegheny Power Phone: VERIZON 1.) COVER SHEET
151 WINDY HILL LANE
9. For water and sewer services that connect to existing lines: P.O. Box 1458 P.O. Box 17398 2.) OVERALL KEY MAP
Hagerstown, MD 21741 Baltimore, MD 21297 GREENWAY ENGINEERING WINCHESTER, VA 226 2
a) The location of the service Lateral is to be coordinated with the Authority's Engineering Assistant. 1-800-654-3317 (301) 954-6282 3.) SITE PLAN N (540) 662-4185
b) An Application for Service must be made and fees paid before work will begin.
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c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. IMP
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the FIRE MARSHAL'S NOTE s T APPROVAL SEP 2 2 2008 DATE: 08-04-08
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install
the meter.
e) The Authority will install all sewer laterals. Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by GREENWAY SCALE: N/A
field inspection at the direction of the Fire Marshall's Office. SITE PLW° ° °'° 0' ENGINEERING
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as
required). The assembly must meet ASSE standard No. 1015 or 1013. NAME L"'ff ®�y��• pC� �� �-3 �� DESIGNED BY: AS/CLW
HANDICAPPED PARKING NOTE FREDERICK COUNTY ZONING ADMINISTRATOR DATE
11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector SITEPLANNUMBER �� FILE NO. 2039
double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio • SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL
read remotes are required. Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 3
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CURVE DATA
NUMBER
DELTA
RADIUS
ARC
TAN
CHORD 5EARING
CHORD
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41'24'33"
40.00'
20.91'
15.12'
N 45'12'10" E
28.2B'
C2
221'24'11"
40.00'
154.51'
105.03,
N 44"41'42" W
14.83'
C3
11°I1'01"
50.00,
61.44'
39.98'
N 52'42'21" E
62.45'
N �'' � '^ ._mil � b �.J ^ •h ��i p,.,,� -'.. `� r`
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132-01-4
ZONED: LRT�
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GERALD F. SMITH .a• / 53Q-�-
INST. LR-02-4131 ? , - �/\
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LINE DATA
NUMEE
DIRECTION
DISTANCE
LI
S 15'56'31" E
210.00'
L2
N 16'33'IS" E
372.91'
L3
S 60'2To l'B" E
212.20'
L4
N 29°33'41" E
150.00,
L5
S 60'2619" E
400.00'
L6
N 29'33'41" E
15.00'
L1
S 59'36'20" E
225.00'
L8
S 29'04'59" W
104.26'
L9
5 11'14'41" E
514.43'
L10
N 46'24'26" E
157.50'
1-11
S 49°01'34" E
222.50'
L12
S 44'36'25" W
1231.56'
L13
N 46 °02'04" W
32.3g'
L14
S 40°40'IS" W
194.42'
L 15
5 35 °32'20" W
140.81'
L16
S 33°05'41" W
223.11'
LI1
5 04'31'25" W
132.89'
L16
N 52°22'09" W
356.31'
LIS
N 44°51'01" W
161.61'
L20
S 81 °23'50" W
139.25'
1-21
N 14'44'44" W
38.34'
L22
N 19`52'52" W
25.00'
L23
N 19'52'10" W
128.59'
L24
N 21"13'12" W
129.32'
L25
N 18'43'51" W
92.55'
1-26
N 20`21'31" W
120.00'
L21
N 15'36'22" W
50.04'
L28
N 09`42'20" W
9.98'
1-29
N 09`36'06" W
58.10,
L30
N 11.30'30" W
133.59,
L31
N 14'12'21" W
105.31'
L32
N 24'29'53" E
21.96'
L33
N 14°12'21" W
94.56'
L34
N 04°40'51" W
185.99'
L35
N 04'I0'11" W
241.61'
L36
S 18'41'30" E
308.34'
L31
N 01-20'55" E
485.18'
WESTMINSTER CANTERS AR`\. OF .
WINCHESTER, INC. , \ \ \\' ,� \J. - i °! \ �- °``\� N E BURY DRIVE
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DATE: 08-04-08
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DESIGNED BY: AS/CLW
FILE NO. 2039
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EX AE)�IINI5TF,:IATION BUILDING
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CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
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3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL
FLOW
EXTENSION OF FABRIC AND
fj/(J��'�WIRE INTO THE TRENCH.
I
FILTER FABRIC \11II\tl11
from InAaation of Straw and Fabric Filter Barriers for Sediment Contao4 PLATE. 3.05-I
45
MINIMUM CONSTRUCTION
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STANDARDS NARRATIVE
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE
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CONSISTENT WITH THE VSECH FOR 4VAC50-30-40 MINIMUM STANDARDS:
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I. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED
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AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE
SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO
DENUDED AREAS THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR
LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS
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THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR
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2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS
to
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SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE
CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT
°' c" M C°-)
STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND
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SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
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3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS
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NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE
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CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM,
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MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
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4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER
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MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN
ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE
LAND DISTURBANCE TAKES PLACE.
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5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS
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DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
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(o. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE
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TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS
PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE
AREAS LESS THAN THREE ACRES.
B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM
DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE ZO
CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A
SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE Y)
OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE
5A51N DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF
COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS (Y
o EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.
1. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT
WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY
WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH
ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
\ 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS
,\ CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR E-
SLOPE DRAIN STRUCTURE. A
9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER
PROTECTION SHALL BE PROVIDED.
LTH OF
10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION
SHALL BE PROTECTED 50 THAT SEDIMENT -LADEN WATER CANNOT ENTER THE r
CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO
REMOVE SEDIMENT. U MARK D, SMITH
No,022837
11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE A W
MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED 0'e,e
TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE S Cs
CONVEYANCE CHANNEL AND RECEIVING CHANNEL. IS" 1ONAL
\ 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE
\ TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE
THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.
NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND
COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY >
-- _ NONERODIBLE COVER MATERIALS.
-� 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE E_
\ THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING
CONSTRUCTION OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
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14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO M
WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET. W
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY
AFTER WORK IN THE WATERCOURSE 15 COMPLETED. (�
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16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE I.M p Q
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: z Q
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A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. E-
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\ B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. Z w H
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED G U x
THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A a' ? U)
�I C. MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE w
\ PROPERTY. E, W Q
In
\ D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN LLI O 1-4
\ ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. CID
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\ \ 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC 0 �' E--4
ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY Z U
\ VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED a
ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED
1 THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL O
P DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. �
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18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
SEP REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE W
TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY
GREEN'S AY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL
ENGINEERING AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE
µ----- PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO
EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE
\ ' PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR.
\ ` 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE DATE: 08-04-08
\ PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES
1 \ IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF.
SCALE: 1" = 10'
20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE
10 O 10 20 EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND
BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. DESIGNED BY: AS/CLW
5GALE: I " = 10' FILE NO. 2039
SHEET 3 OF 3
i n 0
CENERAL NOTES
VDOT CENERAL NOTES
LEGEND
VICINITY MAP
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SCALE 1"= 2000'
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V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia
- - - -`
EXISTING INTERMEDIATE CONTOUR -� - - 33'^ _ ' "�
1. Methods and materials used in the construction of the improvements herein shall conform to the
Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
current County construction standards and specifications and/or current VDOT standards and
Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a
EXISTING INDEX CONTOUR - 330FWU�
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specifications.
discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall
a�
19g
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction, must be provided prior to issuance of the site development permit. The approval of these
govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
PROPOSED CONTOUR 40
EX E/P
EXISTING EDGE OF PAVEMENT - - -- --- -- ----
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in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion
PROP E/P'�s??
-
plans
Sediment Control Handbook.
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
PROPOSED EDGE OF PAVEMENT
and
EX G46
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in
EXISTING CURB AND GUTTER =_ -_ ___ -- - =� -_ -
OLMYSIoE
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3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of
in State
accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control
PROP C&G
�� CANTERBURY s�
01
Transportation VDOT and Frederick Count prior to construction existing right-of-way.
p (VDOT) Y p g g y'
flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
PROPOSED CURB AND GUTTER
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4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic
EXISTING TELEPHONE LINE -- T
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required under State law.
signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the
PROPOSED TELEPHONE LINE T T
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,Q SITE
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5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be
sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict
EX. 15" RGPCO
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held with the Developer, County Representatives, and Representatives of the Virginia Department of
with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from
EXISTING STORM SEWER ^=-0=-i
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Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The
this responsibility.
PROP. 15" RGP
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developer will be responsible for providing guardrail and paved ditches as determined by this joint
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject
PROPOSED STORM SEWER
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inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision
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6. An and all applicable must be available at the construction site. Also, a
shall be the responsibility of the developer.
EXISTING SANITARY SEWER S--
PROJECT INFORMATION
of
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V 4,0 to
approved set of plans permits
PROPOSED SANITARY SEWER S S
1
representative of the developer must be available at all times.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
SITE LOCATION 300 WESTMINSTER CANTERBURY DR.
permits for any work within VDOT right-of-way.
EXISTING ELECTRIC SERVICE --- E -
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform
WINCHESTER, VIRGINIA
Traffic Control Devices (MUTCD).
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held
PROPOSED ELECTRIC SERVICE E E
by the engineer and/or developer with the attendance of the contractor, various County agencies, utility
FREDERICK COUNTY
i
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
companies and VDOT prior to initiation of work.
EXISTING GAS LINE - -G
m
embankment.
PARCEL IDENTIFICATION NO. 53-((A))-63A
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V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
PROPOSED GAS LINE 5 5
LOT AREA 48.2747 AC.
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9. All pavement sections on the approved plans are minimum sections to be utilized when the actual
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required
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California Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be
or requested inspection.
PROPERTY LINE
DISTURBED AREA 532 S.F.
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performed for actual determination of required pavement thickness prior to placement. All final pavement
"Pavement
CURRENT ZONING RP (RESIDENTIAL PERFORMANCE)
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and base course thicknesses shall be designed in accordance with VDOT's Design Guide for
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
FLOW LINE
Subdivision and Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to
public roadway via a construction entrance that is constructed and maintained in accordance with Section
CURRENT USE RESIDENTIAL & ASSISTED LIVING FACILITY
determine the true support values of the soils in the subgrade. Final pavement design shall be submitted
3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected
FENCELINE------# ----x-
:
PROPOSED USE RESIDENTIAL & ASSISTED LIVING FACILITY
during construction and prior to placement.
by this project shall be maintained through construction. The Developer shall have, within the limits of the
EXISTING POWER POLE _(}
SIGNS: NONE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM
project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits
and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous
EXISTING TELEPHONE POLE
WITH THE STANDARDS OF SECTION 1 OF
indicated on the plans and as required at the field inspection.
basis for proper installation and operation. Deficiencies shall be promptly rectified.
THE FREDERICK COUNTY ZONING ORDINANCE.
EXISTING WATERLINE W/ TEE ---®----V
OUTDOOR LIGHTING: ROAD AND PARKING LOT LIGHTING IS TO BE PROVIDED USING
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end
THE SAME LIGHT STANDARDS AND PATTERNS ESTABLISHED IN THE
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shall be minimum 6" diameter and conform to VDOT standard SB-1.
of construction.
PROPOSED WATERLINE W/ TEE _V ��v-
EXISTING PARKING LOT. ALL LIGHTS SHALL BE SHIELDED TO
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PREVENT ILLUMINATION OF ADJACENT PROPERTIES.
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12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less
Vii. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
EXISTING FIRE HYDRANT
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than one litter receptacle shall be provided at the construction site.
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict
-
OPEN SPACE PROPOSED OPEN SPACE-37.24 AC.=77.1
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points.
EXISTING WATER VALVE W
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment
prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered
PROPOSED WATER METER
take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust
during the course of construction shall be immediately brought to the attention of the engineer and VDOT.
EXISTING REDUCER �° '��
PARKING CALCULATIONS
free condition at all times.
Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved
TOTAL REQUIRED SPACES CITY & COUNTY = 245
by VDOT.
PROPOSED REDUCER v
TOTAL EXISTING SPACES CITY & COUNTY = 379
14. Notification shall be given to the appropriate utility company prior to construction of water and/or
TRAFFIC SIGN
PROPOSED SPACES PER SITE PLAN 37-08 = 61
sanitary sewer lines. Information should also be obtained from the appropriate authority concerning
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
permits, cut sheets, and connections to existing lines.
representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
HANDICAP RAMP (CG-12)
TOTAL SPACES = 440
present to insure the sample obtained is representative of the location. When soil samples are submitted to
- DENOTES LOCATION OF STD VDOT
NO ADDITIONAL PARKING REQUIRED PER THIS PLAN
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15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the
private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project
CG 12AND/OR JUR[SDICTI0&N
RAMP
HANDICAP PARKING
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current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards
STANDARD CONSTRUCTIO
and procedures.
Al2
-500 = 9 SPACES REQUIRED
q
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
PARKING INDICATOR401
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TOTAL EXISTING SPACES CITY & COUNTY = 13 - EXCEEDS 1106.1
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted
13 SPACES OF WHICH 6 SPACES IS VAN ACCESSIBLE - EXCEEDS 1106.4
needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his
in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within
HANDICAP PARKING
NONE PROPOSED PER THIS PLAN
existing utility verification and the proposed construction.
plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the
LTH OF�,j
direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless
VEHICLES PER DAY COUNT 100
result of his construction project within or contiguous to the existing right-of-way.
specified otherwise.
PROPOSED BUILDING ENTRANCE
--__�
� A K D, SMITH �
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
V15. VDOT Standard CD and UD u.nderdrains shall be installed where indicated on these plans and/or as
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
specified by VDOT.
EXISTING STREET LIGHT
N0,022837
OAS
development permits.
dedicated
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be for the is his
V16. The installation of any entrances and mailboxes within any street right-of-way shall meet
VDOT design standards and is the responsibility of the developer.
1
SIGNAL
19. The developer will responsible relocation of any utilities which required as a result of
minimum
project. The relocation should be done prior to construction.
SANITARY MANHOLE IDENTIFIER 12
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the
protected in accordance with state law. In the event gravesites are discovered during construction, the
Manual On Uniform Traffic Control Devices.
STORM DRAIN STRUCTURE IDENTIFIER O
owner and engineer must be notified immediately.
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
21. The contractor is to verify field conditions prior to and during construction and notify Greenway
start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way
EASEMENT LINE --- - ------ -
Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the
must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
approved plan.
may be obscured.
CENTERLINE
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader.
EXISTING SPOT ELEVATION X 12.0
E-
standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road
+
ENVIRONMENTAL FEATURES
�
professional engineer and results submitted to Frederick County prior to pavement construction. If a
and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified
PROPOSED SPOT ELEVATION 115 s
O
geotechnical report has been prepared, it should supersede the requirements in this note.
copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking
EXISTING PROPOSED PERCENT
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stone depths, a VDOT representative shall be notified and given the opportunity to be present during the
EXISTING TREE LINE f
FEATURE ACREAGE DISTURBED ACREAGE DISTURBED
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed
excavatingor blasting at least two 2 workingdays, but not more than ten 10 workingdays, prior to
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construction and testing of the density control strip.
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LAANS 0 0 0
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commencement of excavation or demolition. Names and telephone numbers of the and operators
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
EXISTING TREE ���'.�, I-" "
a. i� OAT: 15 PINE
LAKES
LAKES & PONDS 0 0 0
underground utility lines in Frederick County appear below. These numbers shall also be used to serve in
Specifications. Density shall be determined using the density control strip as specified in Section 315 and
WETLANDS OVER 1 AC. 0 0 0
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an emergency condition.
VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the
PROPOSED TREE r� 151 OAK 15" PINE
t
NATURAL S.W. 0 0 0
DETENTION AREAS
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opportunity to be present during the construction and testing of the control strip.
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FCi�l
SA CONSTRUCTION NOTES
WOODLANDS 31.7 AC. 0.46 AC. 1.45
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OWNERS CERTIFICATE
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.
STEEP SLOPES 5.7 AC. 0 0
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1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to
OVER 50%
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2. The water and sanitary sewer of these are valid for two from date of FCSA approval.
placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding,
I HEREBY CERTIFY THAT THE PROPOSED DEVELOPMENT OF THE
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portion plans years
or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation
PROPERTY CONTAINED IN THIS SITE PLAN IS WITH THE FREE
PREVIOUS APPROVED P LAN S P 6 3 - 0 4
stabilization shall be determined by the engineer and approved by VDOT.
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3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority
CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE
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requirements.
V22. Approval of these plans shall expire three (3) years from the date of the approval letter.
UNDERSIGNED OWNERS, PROPRIETORS OR TRUSTEES.
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
x 3 H
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
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4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified
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COVER SHEET(�'/�
5. When an existing water main is tapped for the installation of a new line:
by VDOT.
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Project Name:
,
a) The Authority shall furnish all labor and material.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
DATE
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b) The developer/contractor must:
1. make application and pay depositWESTMINSTER
accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after
CANTERBURY
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mark the to location.
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grading is mostly complete.
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6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
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Owner: Address, Including Zip Code & Telephone No.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's
300 WESTMINSTER CANTERBURY DR.
Inspector.
UTILITY CONTA CTS
WESTMINSTER CANTERBURY OF WINCHESTER, INC. WINCHESTER, VA 22601
8. The Authority's department furnish install through 2" in It
(540) 665-0156
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maintenance shall and all water meters size.
Developer:
p Address, Including Zip Code & Telephone No.
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is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a
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permanent meter is installed:
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
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a The meter box, with its frame and cover, must be properly aligned with the co ersetter.
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P.O. Box r, V P.O. Box 2400
Winchester, VA. 22604 Winchester, VA 22604
SHEET INDEX
SAME AS ABOVE
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b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches.
(540) 868-1061 MISS UTILITY (540) 869-1111
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Engineer Certifying Plan: Address, Including Zip Code & Telephone No.,._,_._
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d) All components of the meter box assembly shall be in proper working order.
1-800-552-7001
Electric: Allegheny Power Phone: VERIZON
9. For water and sewer services that connect to existing lines:
P.O. Box 1458 P.O. Box 17398
1.) COVER SHEET
2.) OVERALL KEY MAP
s
151 WINDY HILL LANE
k.
WINCHESTER, VA 2260RINTEU;
a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant.
Hagerstown, MD 21741 Baltimore, MD 21297
3.) SITE PLAN
GREENWAY ENGINEERING
b) An Application for Service must be made and fees paid before work will begin.
1-800-654-3317 (301) 954-6282
N
540 662-4185
( )
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
SEP Clam
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
FIRE MARSHAL'S NOTE
APPROVAL
DATE: 08-04-08
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install
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the meter.
e) The Authority will install all sewer laterals.
GREE➢�91Fyr°'�
ENGINEERING
SCALE: N/A
Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by
field inspection at the direction of the Fire Marshall's Office.
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10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as
�*vl�`��`
required). The assembly must meet ASSE standard No. 1015 or 1013.
HANDICAPPED PARKINC NOTE
NAME '-�DATE � �Q%
DESIGNED BY: AS CLW
/
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
11. All fire lines shall have a fire service meter assemblyand a backflow prevention assembly detector
P Y (
�6T� �� �INd��E� �,-� ��
FILE N0. 2039
double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio
• SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL
read remotes are required.
Handicapped parking spaces and aisles shall slope no greater than 2% in all directions.
* SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL
SHEET 1 OF 3
C-` N w { i
i ` �' III-3-E-16 .�`III-3-C-Il WINIFRED W.
i m 70 !U m / NdTHANA310$ C3 /cP MARK G. NACK ET AL
- - - 5.. 6 i ANTHON <d \ STEPHENSON 11 ZONED: RP
131 b E 9 1 9 70 n m �° I �' 70 D N 3 % ZONED: LR '� / ZONED: LR \ USE: RES.
PAUL A LAMBERT r p, r T4 e w_ 0 q°
ZONED: LR / ' % " USE: MS. \ DB.180 PCs.103
u, r rn rs 70 � • 70 � USE= RES. '�'j• '�. /
�g �' % m MST. LR-03-242 INST.'LR-03-IS1 \ DB. 253 PG. 533
MST. LR-03-3061 I Ls L2 L26 - L27 L L29 ` L3� �_ L31 3 \ L33Lij
24
34
CURVE DATA
NUMBER
DELTA
RADIUS
ARC
TAN
CHORD BEARING
CHORD
CI
41'24'33"
40.00'
20.131'
15.12'
N 45'12'10" E
25.28'
C2
221'24'11"
40.00'
154.51'
105.03,
N 44'41'42" W
14.83'
C3
-111-110-1"
50.00'
67.44'
39.98'
N 52 °42'21" E
62.45'
- ------ L21 L220_ o
e -
132-01 ZLR
USE: UNDEVELOPED I ��r - -+-�4 J I �VJ i /\ /O , \ , .�"' / g,`-''D
GERALD F. SMITH //
INST. LR-02 -4131 / J / .' ; - --- cp_ \� \
rrTITrTTTrm rrr rrr rn F �, �- `; . 7 T� zp '�q NO
At
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L INE DATA
NUMBS
DIRECTION
D15TANCE
L1
5 15'56'31" E
210.00'
L2
N 16'3316" E
312.91'
L3
5 60'26'19" E
212.20'
L4
N 29'33'41" E
150.00,
L5
5 60'26'19" E
400.00'
L6
N 29'33'41" E
-15.00'
L1
5 59'36'20" E
225.00'
L8
5 29'04'59" W
104,26'
L9
5 1114'41" E
514.43'
L10
N 46'24'26" E
151.50,
LII
5 49'01'34" E
222.50'
L12
5 44'36'25" W
1231.56'
L13
N 46'02'04" W
32.39'
L 14
5 40' 40' 18" W
194.42'
L15
5 35'32'20" W
140.81'
L16
5 33'05'41" W
223.11'
L11
5 04'31'25" W
132.89'
L18
N 52'22'09" W
356.31'
L19
N 44'51'01" W
161.61'
L20
5 81'23'50" W
139.25'
L21
N 14'44'44" W
36,34'
L22
N 19'5252" W
25.00'
L23
N 19'52'10" W
128.59'
L24
N 21'13'12" W
129.32'
L25
N I0'4351" W
92.55'
L26
N 20'21'31" W
120.00'
L21
N 15'36'22" W
50.04'
L20
N 09'42'20" W
9.98'
1-29
N 09'36'08" W
58.10'
L30
N 11'30'30" W
133.59'
L31
N 14'12'21" W
105.31,
L32
N 24'29'53" E
21.96'
L33
N 14°12'21" W
94.56'
L34
N 04'40'51" W
165.99'
L35
N 04'I0'11" W
241.61'
L36
5 18'41'30" E
308.34'
L31
N 01'20'55" E
405.18'
/ WESTMMSTER CANTERBIIRy'\OF \ � � \� i �.'°� _ \ i i i i ' f - \r ----------� ,.. � T�
wINCHESTER MC. \ �• '�i �' ,-` ` \ b �-\_ - a-NDRIVE
f PE: ASSISTED LIVING FACILITI' �' \ �! k �\ -7 - \ � BIaRY ,
DB.. 288 PG.1202
4.17
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LLLIjil h\ r b ` ° �1i j� /� • -/J
\ems,
10
132-01-4
ZONED: LR\ \ \ '� ,�� / ' -E... *>��,. w, --� - L F/ \ C� JD "
USE: UNDEVELOPED \'_ '\� r \
GERALD F. SMITH
MST. LR-02-4131
IX
\ / 53-A-63A
WESTMINSTER CANTERBURY OF
\3 V� WINCHESTER, INC.
[ ZONED: RPLL/
' USE: MS. 4 ASSISTED LIVING
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100 0 100
GRAPHIC SCALE
(IN FEET)
CMEEN AY
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DATE: 08-04-08
SCALE: 1" = 100'
DESIGNED BY: AS/CLW
FILE NO. 2039
SHEET 2 OF 3
X 4DMINI5Tf ,4TION 5 lLpIN
--- EX C N A FE L.
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N.C.
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
J. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL
E�X N.C. lPAf„ F
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10 O 10
5GALE: 1 " = 10'
EXTENSION OF FABRIC
AND
((�/J��)MRE INTO THE TRENCH.
911\�11 FILTER FABRIC �A
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from lasUflation of Straw and Fabric Filter Barriers for Sediment Control PLATE. 0.05-1
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MINIMUM CONSTRUCTION
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STANDARDS NARRATIVE
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE
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CONSISTENT WITH THE VSECH FOR 4VAC50-30-40 MINIMUM STANDARDS:
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I. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED
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AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE
SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO
DENUDED AREAS THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR
LONGER THAN 30 (DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS
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THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
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2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS
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SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE
CONTRACTOR 15 RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT
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5TA51LIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND
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SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
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3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS
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NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE
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CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM,
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MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER
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MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN
ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UP5LOPE
LAND DISTURBANCE TAKES PLACE.
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5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS
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DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.co
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6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE
TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS
PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE
AREAS LE56 THAN THREE ACRES.
B. SURFACE RUNOFF FROM DISTURBED AREAS THAT 15 COMPRISED OF FLOW FROM
DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE
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CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A
SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE
OUIFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE
T
BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF
COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS
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EXPECTED TO EXIST WHILE THE SEDIMENT BASIN 15 UTILIZED.
1. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT
WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY
WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH
ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM 15 CORRECTED.
8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS
CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR
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SLOPE DRAIN STRUCTURE.
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9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER
PROTECTION SHALL BE PROVIDED.
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10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION
SHALL BE PROTECTED 50 THAT SEDIMENT -LADEN WATER CANNOT ENTER THE
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CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO
REMOVE SEDIMENT.
U ARK D, SMITH
No022837 � �
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11. BEFORE NEWLY CONSTRUCTED 5TORMWATER CONVEYANCE CHANNELS OR PIPES ARE
,
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MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED
SHALL
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TEMPORARY OR PERMANENT CHANNEL LINING BE INSTALLED IN BOTH THE
S
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CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
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12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE
TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE
THE WORK AREA TO THE GREATEST EXTENT P05SIBLE DURING CONSTRUCTION.
NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND
COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY
>
NONERODIBLE COVER MATERIALS.
>.
13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE
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THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM GROSSING
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CONSTRUCTION OF NONEROD15LE MATERIAL SHALL BE PROVIDED.
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14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO
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WORKING OR GROSSING LIVE WATERCOURSES SHALL BE MET.
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15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY
AFTER WORK IN THE WATERCOURSE IS COMPLETED.
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16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
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FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
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A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
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B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL 51DE OF TRENCHES.
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C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED
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THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A
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MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE
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PROPERTY.
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D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN
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ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
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11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC
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ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
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VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED
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ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED
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THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL
DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES.
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18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
Cf)
REMOVED WITHIN 30 DAYS AFTER FINAL 51TE STABILIZATION OR AFTER THE
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TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY
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THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED 501L
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE
PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO
EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE
PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR.
19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE
DATE: 08-04-08
PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES
IN VOLUME, VELOCITY AND PEAK FLOW RATE OF 5TORMWATER RUNOFF.
SCALE: 1" = 10'
20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE
EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND
DESIGNED BY: AS/CLW
BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.
FILE NO. 2039
SHEET 3 OF 3