HomeMy WebLinkAbout09-00 Ferguson Enterprises, Inc. (bldg. addition) - Shawnee - BackfileCENERAL NOTES VD0T CENERAL NOTES LEGEND VICINITY MAP
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EXISTING INTERMEDIATE CONTOUR - -- - - - -.332 - - - - -" -` SCALE 1 "= 2000' �
1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR ~` "� 330 --- "� W
County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 �� iii
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT EX� Z
must be provided prior to issuance of the sAte development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT
Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER _ - -- -x G - -- --- - --
Safety & Health Administration and VOSH Rules & Regulations. WINC E
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation y g PROP GAG WINGHESTER c�
(VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER ,y W
CO 00
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG40 TRANS. CG-6R CQ �
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R
required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's �� Q °� m Co
" January, 1994 or latest edition of Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE ��`'•
5. The exact location of all guard rails will be (determined by VDOT personnel. A joint inspection will be held y ( ) g P ,° to LO
tw
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T - I
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP /
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER II Ali® Z x `n r-
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 15 RCP \ f •y- off, iii b 0 0
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER I iOj W 0 4
6. An approved set of plans and all applicable (,permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. ��r � '[ a�
representative of the developer must be available at all times. EXISTING SANITARY SEWER Y■ 40 a;
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER
arranged and held by the engineer and/or developer with the attendance of the
Control Devices (MUTCD). contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE
8. All unsuitable material shall be removed from the construction limits of the roadwaybeforeplacing.A� ,R� �'
PROPOSED ELECTRIC SERVICE ►Ir- 0 w 1� �' c.
embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for . O , Q) 0
9. All pavement sections on the approved plans are based on a minimum CBR value of 8. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE
inspection.
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE G G 0 O O
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the ®® p
on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE Airport ®WA
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE •• ••®- •••-�•- •••�• •••-� q/,� $ $'
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall "� • "�'
Furthermore, access to other properties affected by this project shall be maintained �_�_� -��� � � --�E # # '60
be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING FENCELINE r�
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE one litter receptacle shall be provided at thoe construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during
and at the end of construction. EXISTING TELEPHONE POLE
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to sTi
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE -�- --
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE N. a V z
condition at all times. o_
o V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROJECT INFORMATION >
sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE -" --'-� �'� `"" cp
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® PARCEL IDENTIFICATI❑N N❑. TAX MAP 64 ((A)) 4E FAR, CALCULATIONS, W
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER STREET ADDRESS, REQUIRED:
1.0 TOTAL
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER --- TOTAL AREA; 2.29 ACRES U
PROVIDED -
contractors responsibility to verify the exact, horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROVIDED:
be compacted in 6" lifts to 95� of theoretical maximum density as determined by STOP SIGN PROJECT AREA: 0.85 ACRES 030 AC. BLDG /229 AC. = 0.13
prior to construction. The contractor shall .inform the engineer of any conflicts arising from his existing DISTURBED AREAS 0.85 ACRES �
AASHTO T-99 Method A within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) �� �� � Z
utility verification and the proposed construction. __ CURRENT Z❑NING� B3
of an dedicated street right-of-way. At the direction of VDOT Inspector density tests CURRENT USE, OFFICE WHOLESALE TRADE 4 WAREHOUSE GR❑SS FL❑OR AREA
y g y P y DENOTES LOCATION OF STD VDOT O
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PROPOSED ZONING, N/A EX. WAREHOUSE = 8,211 SF U
result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to PROPOSED USE, OFFICE, WHOLESALE TRADE WAREHOUSE EX. OFFICE = 2,115 SF
final VDOT approval. PARKING INDICATOR T EX. WHOLESALE = 1,189 SF 61
18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 PROP. WHOLESALE = 1�57 SFQ -1
must be provided to Frederick County prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans TOTAL = 13132 SF a
TEST PIT LOCATION BUILDING SETBACKS REQUIRED PR❑VIDED -
and further where determined necessary by VDOT Inspector. SIGNS EX. FREESTANDING
19. The developer will be responsible for the relocation of any utilities which is required as a result of his FRONT! 50' 12.11'
project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING SIDE1 15, 18.04' OUTDOOR LIGHTING, EX. LIGHTING ON BLDG.
, N/A
shall meet VDOT minimum design standards and is the developers responsibility. REAR; 15ANY PROP. LIGHTING SHALL
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected SHIELDED TO PREVENT GLARE
in accordance with state law. In the event ravesites are discovered during construction, the owner and VEHICLES PER DAY COUNT 100 PARKING SETBACKS ON R/W i ADJ. PROPERTY
g g V16. If required by the local VDOT Residency Office, copies of all invoices for materials within � FRONT, 5' 16.1'
engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE SIDE+ 5' 5.5'
acceptance of work. Unit and total prices may be obscured. REAR` 5' N/A OUTDOOR STORAGE, EX. = 20,168 5F
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering 1 PROP. = 15,052 SF
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT -{ }- TOTAL = 35.820 5F
T �
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an ALL OUTDOOR STORAGE SHALL
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered account receivable basis. 1 LANDSCAPE CALCULATI❑NS BE SCREENED FROM VIEW
P PP � y Y g PROPOSED STREET NAME SIGN T FROM R/UJ d ADJ. PROPERTY
professional engineer and results submitted to Frederick County prior to pavement construction. If a LANDSCAPED AREA:
eotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT
g P P P P q REQUIRED: 25% LOT AREA = 24,938 Sr- BUILDING HEIGHT
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER t` G) PROVIDED: 26,136 SF MAXIMUM = 35'
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement � PROP. HEIGHT = 20' w
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER INTERIOR REQUIRED: INTERIOR PROVIDED: PARKING CALCULATIONS y z
in Frederick County appear below. These nu12 ambers shall also be used to serve in an emergency condition. I SHADE TREE PER 10 SPACES 2 SHADE TREES
29 SPACES/10 SPACES = 3 TREES CREDIT FOR EX. TREE REQUIRED: W O
UTILITY CONTACTS FIRE MARSHALL'S NOTE EASEMENT LINE - - - - - - - - OFFICE: 1 SPACE/250 SF
CENTERLINE _ GREEN AREA = 5% OF PARKING LOT GREEN AREA = 843* 2115 SF/250 5F ■ S SPACE5
59- OF PARKING LOT = 143*
EXISTING SPOT ELEVATION 12.0 WAREHOUSE: 1 SPACE/EMPLOYEE
Water/Sewer: Frederick County Sanitation Authority Fire lane markings and signage: s 10 EMPLOYEES = 10 SPACES F�
P.O. Box 1877 PROPOSED SPOT ELEVATION X 1Z PERIMETER REQUIRED: PERIMETER PROVIDED: Q � �..,
�' WHOLESALE: 1 SPACE/EMPLOYEE E1IL '-1
Winchester, VA. 2:2604 Any No Parking signs and yellow painted curb locations will be installed 1 SHADE TREE PER 40' OF PARKING LOT 6 SHADE TREES E-+
(540) 868-1061 EXISTING TREE DRIP LINE PERIMETER = 330740' = 8 TREES 3' EVERGREEN HEDGE 10 EMPLOYEES = 10 SPACES W ® E �
by field inspection at the direction of the Fire Marshall's Office. W
Phone: Bell -Atlantic C��11_;))
TOTAL REQUIRED = 2S SPACES14 LU P.O. Box 17398 EXISTING TREE 15" OAK - �l 15" PINE 3' BARRIER BETWEEN R/lU AND PARKING LOT PROVIDED: Q
Baltimore, MD 21297 APPROVAL BLOCK r.. A�
OK PINE 29 SPACES w w
(301) 954 6282
PROPOSED TREE lr, HANDICAP SPACES REQUIRED: � Z
Power: Allegheny Power MISS UTILITY 1-800-257-7777 � U
APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A �'4PER ADA = 2 SPACES ID Z w PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. HANDICAP SPACES PROVIDED: x Q la
P.O. Box 1458 � W
Hagerstown, MD 21741 2 SPACES
1-800-654-3317 Z
f,INAL Si i E t''�.A1:,: INSPECTIONS DEPARTMENT NOTE: (1 VAN ACCESSIBLE SPACE)
i. ADDITIONS SHALL COMPLY WITH THE VIRCxINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 309, A
Gas: Shenandoah Gas Co. - \ j� �M
P.O. Box 2400 c_� �`"�""�� �/Z �/� e`�iAZ�� - 5 (STORAGE) FOR THE WAREHOUSE.
USE GROUPS M (MERCANTILE) FOR THE SHOWROMM AND USE GROUP �
°°'' OTHER CODES THAT APPLY ARE CABO A111.1 92 ACCESSIBLE AND USABLE FACILITIES. 0
Winchester, VA 22604
(540) 869-1111 SIGNATURE DATE�-00 2• ALL REQUIRED EGRESS FROM THE BUILDING SHALL COMPLY WITH A.D.A.
FCSA CONSTRUCTION NOTES TRIP GENERATION DATA p,LTH 0 FREDERICK COUNTY COVER SHEET
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
ADDITIONALLY MEET ALL REQUIREMENTS OF T'HE FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD
e
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. U 710 GEN. OFFICE 4,480 MICHAEL N9 �o FEIRGU5®N ENTEF�FfR15E5/
I S. TI Y Project Name; jN C s 2422
Project Number, L6
C
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE 1 /24.39 SF 184 ®�
AUTHORITY'S INSPECTOR. �4 03t 162
4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER 150 WAREHOUSE 50 3.89/EMPLOYEE 194
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY SSIONAL Magisterial District Date of Plan' (Month, Day, Year)
ALIGNED WITH ITS METER BOX AND YOKE BAIR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF TOTAL 378 544WINEE D 15TRICT FESRUAiRY 12, 2000
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
INCHES; AND 4) ALL COMPONENTS OF THE MIETER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBLLITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE Owners Address, Including Zip Code & Telephone No,
618 BLAND BLVD.
5. THE SANITATION AUTHORITY SHALL INSTALL ALLL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. SHEET INDENT WOL 5ELEY REAL E5TATE, ING. NEWPORT NEWS, VA 23(02
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE a7 !I THESE PLANS ARE IN CONFORMANCE WITH (151) 814-1195 DATE: FEB. 2000
AUTHORITY'S ASSISTANT ENGINEER. AN APPLIICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND
6. THE SANITATION AUTHORITY SHALL TAP ALL BA1 COVER SHEET 321 FRONT ROYAL PIKE STING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE Developers Address, Including Zip Code &Telephone No. DESIGNED BY: M55
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 2 SITE PLAN IN THESE PLANS SHALL BE APPROVED BY FERGUS®N ENTERFR15E5, INC. WINCHESTER, VA 22601
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 3 LANDSCAPE AND EROS I ON/5ED IMENT THE ZONING ADMINISTRATOR PRIOR TO (540) 661-5115 CHECKED BY: MSS
8. A DOUBLE CHECK VALVE BACKFLOW PREVENITON ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONTROL PLAN CONSTRUCTION.4 DETAILS Engineer Certifying Plani Address, Including Zip Code & Telephone No,
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. 151 WINDY HILL LANE JOB NO. 2422
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. GREENWAY ENGINEERING WINCHESTER, VA 22602
(540) 662-4185 SHEET I OF 4
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D.B. 635, PC 477 I
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CARL S. $ (57UENDOL rN I
F kALES I
TM 64 ((A)) LOT IO
D.B. 679, F* 432
ZONE. 132
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N/F JOAN N. , 1=05<5 r
rM 64 ((A))' LOT 1J
D.{3.301, P1C 56 7 i
ZONE: B2 I
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N/F BRAUNER CA TE5 III s I
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TM 64 ((A)) LOT 12
D.B. 407,)96, 37
ZONE. 52 I
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- - Ex, C,A6 VA !YE
UVNDY NIILL L,41`tt~
1310 7
D.B. 511„ PG. 316
__ 19QST9D SPEED 25 M.P.N.
5ro= ION ,
N/F OARSER ICE �t
C FAM COMPA r INC. i
77'9 64 ((A)) LOT 13
D.B. 529, Pl 481'2 I
ZONE. 52
— --USE: �IACANT E E
N/F OA SER ICE —
CREAM CCMPANi, INC.
77"l 64 ((A)) L OT 14
D.B. 494, PC 4:0
ZONE. 52 I �
USE: MANUFACTURING l
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NOTE: THERE ARE NO STEEP
SLOPES, WOODLANDS,
FLOODPLAINS, WETLANDS,
SINKHOLES, STREAMS,
DRAINAGE WAYS OR OTHER
SIGNIFICANT ENVIRONMENTAL
FEATURES ON THIS SITE.
51TE PLAN NOTES:
1. ONE FOOT (I') CONTOUR INTERVAL.
2. EXTERIOR DOWNCAST LIGHTING TO BE HUBBELL LIGHTING
WALL MOUNTED NRG-31X SERIES OR APPROVED EQUAL. ALL
SITE LIGHTING SHALL BE DOWNCAST TO PREVENT GLARE ON
ADJOINING PROPERTIES AND RIGHT-OF-WAYS.
3. ANY BUILDING MOUNTED SIGNS AND ALL OTHER SIGNS SHALL
CONFORM TO THE REQUIREMENTS FOUND IN THE FREDERICK
COUNTY ZONING ORDINANCE.
4. ALL PROPOSED UTILITIES SHALL BE LOCATED
UNDERGROUND.
5. TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT
(ADA), THE CONTRACTOR SHALL CONSTRUCT THE
HANDICAPPED PARKING SPACES NOT TO EXCEED 2% SLOPE
BOTH IN LONGITUDINAL AND CROSS SLOPE. ADDITIONALLY,
THE ACCESS ROUTE FROM THE PARKING SPACES AND/OR
RIGHT-OF-WAY SHALL NOT EXCEED 5% IN LONGITUDINAL SLOPE
OR 2% IN CROSS SLOPE (EXCEPT FOR THE CG-12
HANDICAPPED RAMPS).
6. TOPOGRAPHIC SURVEY BY GREENWAY ENGINEERING DATED
JANUARY 16, 2000. BOUNDARY INFORMATION TAKEN FROM
AVAILABLE RECORDS.
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77164 ((A) LOT 16
D.B. 649, PC 734
ZONE: B3
USE: VACANT
CURVE
RADIUS
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CHORD LENGTH
CHORD BEARING
DELTA ANGLE
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33526'
334.44'
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DATE: JAN. 2000
SCALE: 1" = 30'
DESIGNED BY. MSS
FILE NO. 2422
SHEET 2 OF 4
LANDSGAPE SGPEDULE:
ABR
QTY.
BOTANICAL NAME
COMMON NAME
SIZE (MIN) SPACING CONT. 10-YR. CANOPY
QR
5
QUERCUS RUBRUtl
NORTHERN RED OAK
2-1/2" CAL, AS SHOWN 545 200 SF
TA
28
TAXUS CUSPIDATA
JAPANESE YEW
3' HT. 3' O.G. 545 SCREENING
AR
5
ACER RUBRUM
RED MAPLE
2-1/2" CAL. AS SHOWN 545 250 SF
NOTE:
ALL SIZES SPECIFIED IN THE LANDSCAPE SCHEDULE
REPRESENT MINIMUMS AT THE TIME OF PLANTING.
--It INOY HILL LANE
D$_ 511, PG. 316
- --- _.__PQV91 SPEED 25 M.P.H.
E
TO EX. VDOT SWM POND ON RTE 522:
AREA 1.0 ACRES
EX. C = 0.44 AC(0.90) + 05(o AC(030)/1.0 = 056
PROP. C = 059 AC(0.90) + 0.41 AC(030)A0 = 0.65
INCREASE IN RUNOFF = 1.0 AC (0b5-056) (6.15 IN/HR.) = Ofol CPS
TO SULPHUR SPRING:
AREA = 1.29 ACRES
EX. C = 0.16 AC(0.90) + 053 AC(030)/129 = 0.65
EX. IMPERVIOUS AREA TO SULPHUR SPRING = 0.16 AC.
MAXIMUM ALLOWABLE IMPERVIOUS AREA = 0.99 AC.
(WITHOUT HAVING TO PROVIDE STORMWATER MANAGEMENT)
INCREASE IN IMPERVIOUS AREA = 023 AC.
PROP. C = 0.513 AC(0.90) + 030 AC(030)A29 = 0.16
INCREASE IN RUNOFF = 129 AC (0.16-0.65) (6.15 IN/HR) = 0.9(o CPS
735
� 1- AR '°� /
EROSION AND SEDIMENT CONTROL NAFFATIVE:
PROJECT DESCRIPTION
THE PROPERTY IS LOCATED APPROXIMATELY 0.45 MILES SOUTH OF THE INTERSECTION OF ROUTE 50 AND INTERSTATE 51. THE SITE
AREA IS 229 ACRES OF WHICH APPROXIMATELY 0.85 ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF
THE CONSTRUCTION OF 1,551 SF OF SHOWROOM ADDITION, A 25 FT. CANOPY ON THE REAR OF THE BUILDING AND EXPANSION OF THE
PARKING LOT.
EXISTING SITE CONDITIONS
THE SITE CURRENTLY CONSISTS OF A 3,301 SF OFFICE/SALES COUNTER/SHOWROOM SPACE AND 8,211 SF OF WAREHOUSE SPACE.
THERE IS AN OUTDOOR STORAGE AREA BEHIND THE EXISTING BUILDING AND A PARKING LOT WITH 19 SPACES.
ADJACENT FROPERTY
THE SITE IS BOUNDED BY BUSINESS PROPERTY TO THE NORTH AND SOUTH AND FRONT ROYAL PIKE (ROUTE 522) TO THE WEST
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK (VESCP).
STRUCTURAL MEASURES
A CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE FROM THE EXISTING PARKING LOT. RUNOFF FROM THE ENTRANCE
SHALL BE CONTROLLED BY SILT PENCE INSTALLED ADJACENT TO THE ENTRANCE.
CULVERT INLET PROTECTION SHALL BE INSTALLED ON THE EXISTING 12" RCP UNDER THE ENTRANCE FROM ROUTE 522 AS A FIRST
STEP MEASURE.
SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE.
A CHECK DAM SHALL BE INSTALLED IN THE DITCH LINE TO REDUCE SEDIMENTATION TO THE EXISTING DITCH.
VEGETATIVE MEASURES
�r PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL
r� GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1)
DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14)
DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (6)
MONTHS.
TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY
/ VEGETATION 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
MANAGEMENT STRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE.
SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED
IMMEDIATELY AFTER INSTALLATION.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL MEASURES.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY
BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY
/ TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL
f MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE VESCH.
MAINTENANCE
/ ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED
STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO
ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED.
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON
\\~~ SITE.
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL
\ "'++ BE REMOVED AND CLEANED OR REPLACED.
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL
GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 332 OF THE VESCH.
1 \ STORMWATER MANAGEMENT
THE SITE HAS A NATURAL DRAINAGE DIVIDE RUNNING NORTH TO SOUTH. THE EASTERN TWO-THIRDS OF THE SITE DRAINS INTO
SULPHUR SPRING WHILE THE WESTERN THIRD TOWARDS THE ROUTE 522 RIGHT-OF-WAY. THE ROUTE 522 DRAINAGE FLOWS THROUGH
A SERIES OF PIPES AND DITCHES TO AN EXISTING VDOT STORMWATER MANAGEMENT POND WHICH OUTFALLS THROUGH OTHER
DEVELOPED PROPERTY AND ULTIMATELY INTO THE 1-51 RIGHT-OF-WAY. CALCULATIONS FOR THIS SITE INDICATE THAT THERE IS
LESS THAN A ONE (1) CFS INCREASE IN FLOW OFF OF THIS PROPERTY DUE TO THE ADDITIONS. PER PREDERICK COUNTY,
1
/ �f -T,QR (1 j t ` '+e STORMWATER MANAGEMENT IS NOT REQUIRED FOR LESS THAN A ONE (1) CFS INCREASE IF RUNOFF± THEREFORE TO STORMWATER
!!I /Q�*�\ '�.,� MANNGEMENT IS PROPOSED.
f /// �� \\
// / / , `� • / '� �/ "�.. i a .. \�� SEEDING NOTES-
r `\ b•, •. ., .:. •,. � . \
! 1 ``•.' < \ \� �� 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 332 OF THE VESCH.
N/� U1O S� i ESTATE, INC.�� \ 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4 .
// L LE REAL E TE, C. ^�
lm-TA�✓ I r ! D$. 158, F�593 ���, \ 3. PULVERIZED AGRICULTRUAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL
R I , ZONE: Bi` ,� ~1 `� (TOP 4-6 INCHES) AT A RATE OFSO LBS. PER 1000 S.F. (2 TONS PER ACRE).
% USE: OFFICE/WAREH
I
� ''• � � I � OUSE, tit `' r� • �� \ 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE).
/ I AREA = 2.29 �i AC, i I 5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL
RYEGRA55 APPLIED AT THE RATE OF 250 LBS. PER ACRE.
i
•.,_I //.�� \ /�•//.� 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS At THE RATE OF 3500 LBS_
LCG �� \ \ LCG 7�iP Syi}�tPF }f,�Fy�5i '+.
� '�.�,� � ' •� \ �••�.. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED At A RATE
`Z7F GALLONS PER ACRE.
`3 `�
Y Rl
\ �t
EROSION/SEDIMENT CONTROL LEGEND
NO.
KEY
SYMBOL
DESCRIPTION
3.02
CE
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
305
O
Xx - X
SILT FENCE
3.01
IP
�
STORM DRAIN INLET PROTECTION
0
TEMPORARY DIVERSION DIKE
3.10
O
�
TEMPORARY FILL DIVERSION
3.12
®
�.♦..��
DIVERSION
3.13
TEMPORARY SEDIMENT TRAP
3.18
O
®
OUTLET PROTECTION
3.20
O
�, �' --
CHECK DAMS
333
O
---�-
SODDING
338
O
0-0-0
TREE PROTECTION
LCG
LIMITS OF CLEARWS t GRADING
DRAINAGE DIVIDES
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
ESLC�D2
JIB
-39
---- - - -
SE _ -) y
5HE, T FOR ER0510N AND 5EDIMENT CONTROL AND LAN 5CAING ONL I .
VIA
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SCALE: 1" = 30'
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DATE: JAN. 2000
SCALE: 1" = 30'
DESIGNED BY: MSS
60
FILE NO. 2422
SHEET 3 OF 4
1ROCK CHECK L)AM
STONE CONSTRUCTION ENTRANCE
(�
s>_
1
RUBBER NOSE
SET TREE LEVEL AND PLUMB --STRAIGHTEN
2
ACRES OR LESS OF DRAINAGE AREA
TmM
' M.
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(�
8
AFTER SETTLEMENT IF REQUIRED. SET TREE
EXISTING
W
v
GUY WIRE "12 GAUGE
WITH TOP 1/6 OF ROOT BALL ABOVE FINISHED
A
PAVEMENT
GRADE
3'
LU
Z
TURNBUCKLE
ENCASE WIRE AROUND TRUNCK IN BLACK
3'
OUNTABLE
RUBBER HOSE. SECURE AT HEIGHT ABOVE
FILTER CLOT C," MM A
BERM (OPTIONAL)
CD
TREE WRAP WITH 5090 OVERLAP
FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE
FILTER CLOTH
(OPTIONAL)
Z
SIDE ELEVATION
FLAGGING TAPE ON EACH WIRE
REMOVE TOP 1/3 OF BURLAP AND CUT ROPE
(DOWNSTREAM ViEW)
W
AND/OR REMOVE WIRE BASKET FROM BALL
EXISTING 10, MIN.
o
u7
/
/
2" DOUBLE SHREDDED HARDWOOD
MULC44/3" SAUCER PLACE TOP 1/8 OF
GROUND
B WASHRACK IB' MIN.
DO
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ROOTBALL ABOVE FINISH GRADE
UY WIRE 012 GAUGE
VOOT e1
(OPTIONAL)
I
00
COARSE AGGREGATE
ads Cp
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3
31
EXIST
PAVEMENT
2" DOUBLE SHREDDED HARDWOOD
FLOU!
31
Zx
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BACKFiLL
VDOT N COURSE POSITIVE DRAINAGE
10, MIN.
W
P' a (D I
=III :::. i i i i i i i i
ROOTBALL-REMOVE TOP 1/3 OF
_
311 SOIL SAUCER
AGGREGATE B TTRAPPtNG DEVICE
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_=
BURLAP AND CUT ROPE AND/OR
REMOVE WiRE BASKET FROM BALL
I I (— =I
3 STAKES
•MUST EXTEND FULL WIDTH OF
,
INGRESS AND EGRESS OPERATION PLAN VIEW
BACKFILL
2-10 ACRES OF DRAINAGE AREA
LIGHTLY COMPACTED SETTLING MOUND
_ _-
I
—III—III III III —I I III —III—
IJI _ _ _
I I —III —III —III_ LIGHTLY COMPACTED SETTLING MOUND
4" VARIES 4"
_
III —III —III —I I
SUBGRADE
12' MIN.
�
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3'
3" MIN
TYPICAL PLANTiNG DETAIL- - EVERGREEN
TREES
FILTER CLOTH
=
3" MIN
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(OPTIONAL)
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TYPICAL PLANTiNG DETAIL - TREE5
OVER 2-1/2" CALIPER
(NOT TO SCALE)
(DOWNSTREAM VIEW)
FILTER CLOT SECTION A —A
(NOT TO SCALE)
VDOT N
COARSE AGGREGATE
I�
FLOW ?� 3' O
REINFORCED CONCRE SECTION B - B DRAIN SPACE
CLASS I RIPRAP
EEGO-30 w z
POD-s2o-1
a
SILT FENCE iNSTALLATiON
1. SET THE STAKES 2. EXCAVATE A 4" x 4" TRENCH ►-
UPSLOPE ALONG THE LINE OF STAKES.
U
cc-12 = (
F e
I CONSTRUCTION JOINT TAPER CURB HEIGHT DOWN a I r
_ _ MIN. _ _ _ _ TO 0 AT THIS POINT OR
PqY LINE Cr-12 PAY LINE CG-12 CONTINUE AT FULL OR i9
WHERE APPLICABLE —
VARI =
SI AB£ WIDTH oeoe oeo� Z.°000°e°O�° ee —
OEWq eoe 4' Mf+1' S"x8" BARS O 12" OC _
SIO OR eoo VAR. MINIMUM CONCRETE o0000 �eeeeeee° .� — O EWq� oeee VAR. WIDTH SIDEWALKLTu
SAC£ °$ee OR SIDEWALK SPACE PER 1 1/2-
6 °°°oeo° noeo 23 al
ISSIBLE
6 --� --1
CONSTRU�MON JOINT
RADIAL PLAN No. 5xe" BARS o 12' OC 6 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT THE
MINIMUM CONCRETE
COVER 1 1/2- TYPICAL ALTERNATE RADIAL PLAN t0 STAKES AND EXTEND It EXCAVATED
FOR USE AT APPLICABLE STREET FOR COMMERCIAL ENTRANCE INTO THE TRENCH. �
A� CONNECTIONS AND COMMERCIAL (HEAVY TRUCK CG-13 ANTICIPATED) MICHA Y
4" REINFORCED CONCRETE —J� _ 6 — MIN. —6, GONMSTRRu TICTIc ON JOINT ENTRANCES SEE STANDARD CG-13 SHEET 203.10
3000 PSI �----- PAVEMENT CG-&R DEPRESSED GUTTER r �� ` ` �� D N
l L ENS No.
4" SUBBASE (21-A STONE) 2' CURB CUT B VAR. W,u
SIDEWALI<THOR ao z B �P�' 031 162
eoe
_ —1l1 11— ���
•
WIDTH VARIES 21 SPACE � I 'Oe°o° > � `F hP�\a•
e
SEE SITE PLAN s• ,eeeeeo,aO-- °oee ONAL
� 4. �� °O°°°e RAMP FLOOR _
1/4" ¢ 1' -4 ° oeo oeeo eoe I I I —I
eoo eoeoe°o°J'
�. .. 00000e000 eoo eel
• STRIPED AREA a°ee a`vae
4 • a .. �; • , TANGENT PLAN SLOPE 12:1 MAX.
SHEET FLOW INSTALLATION
4' OT SPEC. s' ISOMETRIC (PERSPECTIVE VIEW)
_I —III —III —III —III —III —III —III—_ 414.03, CL. 1, 0 7" WHERE STD. CG-3, CG-7 IS USED NOTES VIEW
�I I TYPE A 7'-4" IS THE MINIMUM CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP-
-I I I —I I I —I I I I I —III —III —I I I SIDEWALK AREA REQUIREMENT TO RESISTANT INTEGRAL DETACHABLE WARNING SURFACE COVERING THE ENURE CHA OF THE
I RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST T PLACE). THE DETACHABLE
COMPACTED sUBGRADE I (WITH OR WITHOUT BUFFER STRIP) ACHIEVE A 12":1 SLOPE WARNING SHALL BE FRONDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT
(W90 DENSITY) Sn. CG-2 !a .
�+ /�' ICUR /� 7-4• EXCEED A MAXIMUM SLOPE OF 12:1.
TYPE i5PPEDETAIL OR CG-6 I T 8.33%MAX.
FLARED SIDES OF CURB RAMP TO BE POURED MONOLITHICALLY WI1H RAMP FLOOR OR
4 BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWIRED BARS. 171
CONCRETE SIDEW4L-K DET,41L_ NOT To SCALE .
U) z
s3ClJPf'ERI HANDICA —:' DEPTH TO BE USED WHEN THE ENTRANCE IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT FLOW tltt %
SECTION A -A RADII CANNOT ACCOMMODATE THE TURNING ADJOINING FLARED SAES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP
SYMBOLS 8' REQUIREMENTS OF ANTICIPATED HEAVY FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
(NOT TO SCALE) TRUCK TRAFFIC. REWIRED BARS ARE TO BE No. 5 x8- PLACED 1' CENTER TO CENTER ALONG BOTH SIDES Q B
SLOPE 12:1 MAX. OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2". I W
eo ° oeoeoe THIS ITEM MAY BE CAST CURB RAMPS WiLL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR T ' lI= —I I �I O
8' HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK,
AN ACCESSIBLE SPACE OR PRECAST IN PLACE
/��y fir/ //�� {��= f} 5' FOR REGULAR SPACE COMPLETE -IN -PLACE. -I I I _ _
ON S I T E T I P I G A L F A V E I 1 E N T & E C T i ON 5-x8' BARS C ,2. OC PERMISSIBLE I�
SECTION B-B CONSTRUCTION JOINT CURB/CURB A: GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN I I I I —I II I I I I —I II I
PAYMENT FOR CURB/CURB R GUTTER. "'
N,4NDICAPPED PARKING DETAIL POINT A SHOULD BE NIGHER THAN POINT B.
NOT TO SCALE WHEN USED IN CONJUNCTION WITH STANDARD CGOU T CE C THE CURB FACE ON THIS
eo° oe LIMITS OF EXPOSED AGGREGATE SIDEWALK
eoo STANDARD IS TO BE ADJUSTED 70 MATCH THE MOUNTABLE CURB CONFIGURATION. IWO
N.T,B_
TREATMENT WHERE WIDTH OF SIDEWALK OR SIDEWALK SPACE IS LESS THAN 7'-4" CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE
�/ ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE DRAINAGEWAY INSTALLATION
m ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND
P /lf-kR1� I NG ,LOT ROUTE M WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARD- �I E"i
SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN LESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED OR NONEXISTENT. THEY MAY BE (FRONT ELEVATION)
BE APPROACHED, ENTERED AND USED BY PERSONS MATH MOBILITY IMPAIRMENTS. OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE E8D-9m6 CC E-
ENGINEER, BUT SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EX. LIGHT POLES
CG-2
FIRE HYDRANTS, DROP INLETS, ETC. WALL ALSO AFFECT PLACEMENT. U?
2" SM-2A SURFACE COURSE SF`IFICATI CURB RAMP Q
(PERSONS MATH MOBILITY IMPAIRMENTS)
ro" SUBBASE VDOT STD. GR-21A 55004 Revised 3-26-96 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.09 E-a W
=III=III=III-III=III=III=III=III=III- COMPACTED SUBGRADE 4" CG-6 Q w
I=III=III=1I I=III=III=III=III=III=1 (COMPACTED TO 95% DENSITY 1-12" R z
Z
AT OPTIMUM M015TURE CONTENT x I — — — W
VDOT VTM-1 METHOD) 1"X4"X4'-8" SLATS, 2-FINISH NAIL AT _ li—I I I I I i I( I—
1 Z.1
Q
TOP AND BOTTOM `A � I I ' ' • o �
a L �_-'
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 62"X4"X4' BEAMS, TOE NAIL TO POST. SOIL TEST , . Q ': a a 14•� 2-R O
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED — �
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 6" 2'—O" Concrete to be Class A3 If -III—I I ( m
Dt-p vmt2 cast in place. 4000 PSI If =III e
precast
_ . , Surface
_ THIS AREA MAY BE CONCRETE BOTTOM OF CURB & GUTTER MAY r I —I
• This Item may be precast or cost In place.
4"X4"XS' POSTS `n AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE III Bass
ONSITE T�-FIGAL_ F,4VE iENT SECTiON
NOT TO SCALE THIS CURB IS TO BE USED WHEN PROVIDED AUMINIJMUMCDEPTH ROFS7" =III
�II tll DESIGN SPEED IS 40 MPH OR LESS IS MAINTAINED. subbase
II .7 4 -011 ON RURAL HIGHWAYS AND 45 MPH
OUTDOOfR STOR,4GE 125 - OR LESS IN DEVELOPED URBAN &
`A SUBURBAN AREAS.
3" SM-2A SURFACE COURSE 7 This NOTE: PRESERVATIVE STAIN ON ALL WOOD. ___ cr1 COMB. CURB & GUTTER HAVING A RADIUS f-*" I design speedrb is ts 4.0 MPH oo be used r when
Note: Comb. curb do gutter of cur a radius
YR of 300' or lees (long face of curb) will be
8" SUBBASE VDOT STD. GR-21A III III I I OF 300' OR LESS ALONG FACE OF CURB I —I i—_ -� on Rural highways and 45 MPH paid for as radial curb.
COLOR TO MATCH THAT OF BLDG. r ( ) or less In developed urban dr
— _ —_— —_—_ _ SHALL BE PAID FOR AS A RADIAL COMBIN— I ;..•• suburban areas *The depth of curb may be reduced as
=1 I 1=1 I M I I —I I MI I I-11 �1 I 1=1 I I —I I I COMPACTED SUBGRADE 0 ATION CURB &GUTTER. _ — much as 3" (15' depth) or Increased as DATE: JAN. 2000
1=III=1 I 1=111=111=111=111=111=11 1=1 ' I b�. much as 3" (21' depth) in order that the
(COMPACTED TO 95% DENSITY ." M •.. ;:�. _ bottom of curb w01 coincide with the top of
AT OPTIMUM MOISTURE CONTENT :^'• a course of the pavement substructure.
CONCRETE FOOTING ~ -::. f , - _�,, I I I THIS ITEM MAY BE PRECAST OR CAST IN PLACE. otherwise the depth Is to be 16" on shown.
VDOT 1/TM-1 METHOD) _ �4 _I <• No ad)ustment in the price bid is to be SCALE: AS SHOWN
— • • III- CONCRETE TO BE CLASS A3 IF CAST IN PLACE, I mass for a decrease or an increase in
=1 I I=11 I- 1=1 11=1 I I— %bbaim depth
4000 PSI IF PRECAST. �---e• DESIGNED BY: MSS
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF ro. SOIL TEST SPECIFICATION f� ACCEPTABLE ALTERNATE IF
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED WOOD FENCE DETAIL REFERENCE COMBINATION 6 CURB AND GUTTER CURB IS EXTRUDED JOB NO. 2422
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. (NOT TO SCALE)
NOT TO SCALE 105 SPECIFICASTANDARD 6" CURB
Dt- vmt2 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 502 ""�",,,,of ,T,,a, 201.01 SHEET 4 OF 4
�0
GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
�
Z
EXISTING INTERMEDIATE CONTOUR - - - --- - •- --332 - - -- -- -"" '
SCALE 1 "= 2000'
�
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Vl .
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR `"" "�°-
----• 330•--- •�' ""'" "°•-
W
County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
40
�
'
W
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT
EX E/P
Z
must be provided prior to issuance of 'the site development permit. The approval of these plans in no way
plans, the most stringent shall govern.
PROP E/P
�
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
PROPOSED EDGE OF PAVEMENT
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER ----- --- ------
�x G�
CITY OF
3.
A permit must be obtained from the Ofifice of the Resident Engineer, Virginia Department of Transportation
Safety &Health Administration and VOSH Rules & Regulations.
y
PROP C1G
WINCHESTER
LU
c�
(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
,y
CD�
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
TRANS. CG-6R
� -44.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
shall be in accordance with the current edition of VDOT's work area protection manual.
TRANSITION FROM CG-6 TO CG-6R
�
required under State law.
"A
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
EXISTING TELEPHONE LINE ---�-
-
"`'•
�
Co
� •G m �
5.
The exact location of all guard rails will] be determined by VDOT personnel. joint inspection will be held
JanuaY'y, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C.
•� � �n
with the Developer, County Representati•,ves, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE
,�
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
EX. 15" RCP
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� CVresponsible
for providing guardrail and paved ditches as determined by this joint inspection." Refer to
be subject to change as deemed necessary by VDOT.
EXISTING STORM SEWER -
�
11
30
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Virginia Department of Transportation (`VDOT) Guard Rail and Paved Ditch Specifications.
PROPOSED STORM SEWER
15 RCP
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V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
`
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8.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
land use permits for any work on VDOT right-of-way.
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representative of the developer must be; available at all times.
EXISTING SANITARY SEWER
�
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6.
If required by the local VDOT Residency Office, a preconstruction conference must be
PROPOSED SANITARY SEWER
�- •
� F �%4
Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE --
`
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
Co
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8.
All unsuitable material shall be removed] from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
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embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
W >
9.
All the are based on a minimum CBR value of 6. CBR values less
any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE
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•es .�
pavement sections on approved glans
inspection.
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than 8 will require revised pavement section b Greenwa Engineering and approved b the owner.
prepared y y y
PROPOSED GAS LINE
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10.
All roadside ditches at grades of more than 57 shall be paved with cement concrete to the limits indicated
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
8
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No
282 PROPOSED
=1
GINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 30
ENTEfRf=fRI,5E5/
2422
3. EXACT LOCATIONS OF WATER AND SEWEIit SERVICES ON NEW LINES ARE TO BE COORDIN
0
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CARL S. OU/ENDOL YN
F. N,4LE5
TM 64 ((A)) LOT 9
D.B. 635, PC 477 I
ZONE. 30 I
usE: sFR
CARL S. s CU/ENDIOL >'N I
F N,4LES I
TM 64 ((A)) L 01-1.0
O.B. 878, f'l 432
ZONE: B2
USE: SFR I
I
N/F JOAN N. POSKEr
TM 64 ((A)) L a II
D, 301, PG 56 7 I
ZONE. B2 I
USE: SFR
I
N/F BRAUNER C4 TES N s I
JUDI TN B. C4 TEs
TM 64 ((A)) L OT 12,
D.B. 407, PC 37
ZONE: B2 I
USE: SFR
PP N3 2 INY 733.62'
O
y Ex. OA5 YA IYS
WFN15—YHILL LANE
___ __ROUTE wo 7
601RtiU ___ -_
D.B. 511, PG. 316
�� -- --- -- __PQST9D SPEED 25 M.P.H.
N/F C,4RB,ER ICE EX. 5I {
CREAM C0NFWNr, INC.
TM 64 ((A)) L OT 13
O.B. 529, PC 402
ZONE. 32
N/F CARBER ICE
CREAM COMP,AN r , INC.
7I164 ((A)) LOT 14
D.B. 494, PC 40 '
ZONE: 52
USE: MANUF,ACTURINO !
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IN OUr- 724,02'
f APPROX. LOCATION EX.
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At99ROX. LOCATION EX 733 \ Ul,4TER SFROCE
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PROP. F.H.tc� 1'\; �° �-
PORT(O�/OF Ex'iyG
,31.4 \\- $Nl TO BE REMOVED
x H.C. SPACE t'
EX SIGN RESTRI O-RLROVIDE
73$g ,g6 5 REGULAR SPACES -
(Ex PVMT. TO REMAIN)
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REPLacE Ex FENCE 4 GATE \ `\ \ yo
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I A4 «Qj �� �, Kv il") gar! - �,�cc FENCE FOR SCREENING *,�.�
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EX. F.q.
NOTE: THERE ARE NO STEEP
SLOPES, WOODLANDS,
FLOODFLAINS, WETLANDS,
SINKHOLES, STREAMS,
DRAINAGE WAYS OR OTHER
SIGNIFICANT ENVIRONMENTAL
FEATURES ON THIS SITE.
SITE PLAN NOTES:
1. ONE FOOT (I') CONTOUR INTERVAL.
2. EXTERIOR DOWNCAST LIGHTING TO BE HUBBELL LIGHTING
WALL MOUNTED NRG-31X SERIES OR APPROVED EQUAL. ALL
SITE LIGHTING SHALL BE DOWNCAST TO PREVENT GLARE ON
ADJOINING PROPERTIES AND RIGHT-OF-WAYS.
3. ANY BUILDING MOUNTED SIGNS AND ALL OTHER SIGNS SHALL
CONFORM TO THE REQUIREMENTS FOUND IN THE FREDERICK
COUNTY ZONING ORDINANCE.
4. ALL PROPOSED UTILITIES SHALL BE LOCATED
UNDERGROUND.
5. TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT
(ADA), THE CONTRACTOR SHALL CONSTRUCT THE
HANDICAPPED PARKING SPACES NOT TO EXCEED 2% SLOPE
BOTH IN LONGITUDINAL AND CROSS SLOPE. ADDITIONALLY,
THE ACCESS ROUTE FROM THE PARKING SPACES AND/OR
RIGHT-OF-WAY SHALL NOT EXCEED 5% IN LONGITUDINAL SLOPE
OR 2% IN CROSS SLOPE (EXCEPT FOR THE CG-12
HANDICAPPED RAMPS).
6. TOPOGRAPHIC SURVEY BY GREENWAY ENGINEERING DATED
JANUARY 16, 2000. BOUNDARY INFORMATION TAKEN FROM
AVAILABLE RECORDS.
N/F U/INC4E5TER MEDICAL CENTER, INC.
TM 64 ((A)) PARCEL 4J
D.S. 307, f'C=. 231
-.. ZONE: 52
33 '�, 1 /_�PROP. W-IOLESALE�',�
ATRADE ADDITION. ....,...,.. �..r, /•:.. ,.�;:` .°`*_;' % �b� ---,
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
TANGENT
Cl
1,370AO'
33526'
334.44'
N 21'14'09" E
13-55,33"
168.46'
D.3 92; 973
ZONE. E32
USE: VACANT
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DATE: JAN. 2000
SCALE: 1" = 30'
DESIGNED BY: MSS
FILE NO. 2422
SHEET 2 OF 4
LANDSCAPE SCHEDULE:
EROSION/SED Il" SENT CONTROL LEGEND
ABR.
QTY.
BOTANICAL NAME
COMMON NAME
SIZE (MIN.) SPACING CONT. 10-YR. CANOPY
QR
5
QUERCUS RUBRUM
NORTHERN RED OAK
2-1/2" CAL, AS SHOWN 545 200 SF
TA
28
TAXUS CUSPIDATA
JAPANESE YEW
3' HT. 3' O.C. 545 SCREENING
AR
5
ACER RUBRUM
RED MAPLE
2-1/2" CAL. AS SHOWN 545 250 SF
NOTE:
ALL SIZES SPECIFIED IN THE LANDSCAPE SCHEDULE
REPRESENT MINIMUMS AT THE TIME OF PLANTING.
--- -WINDY WILL LANE
_____-."-___ROUTE 1310
60rRAW -- ----_
D.B. 511, PG. 316
SPEED 25 M.P.H.
TO EX. VDOT SWM POND ON RTE 522:
AREA 1.0 ACRES
EX. C = 0.44 AC(0.90) + 056 AC(0.30)4.0 = 0.56
PROP. C = 0.59 AC(0.90) + 0.41 AC(030)/1.0 = 0.65
INCREASE IN RUNOFF = 1.0 AC (0b5-0.56) (6.-15 IN/HR.) = 0rol CFS
TO SULPHUR SPRING:
AREA = 1.29 ACRES
EX. C = 016 AC(0.g0) + 0.53 AC(030)/129 = 0.65
EX. IMPERVIOUS AREA TO SULPHUR SPRING = 0.16 AC.
MAXIMUM ALLOWABLE IMPERVIOUS AREA = 0.99 AC.
(WITHOUT HAVING TO PRCVIDE STORMWATER MANAGEMENT)
ERO51 ON AND 5E D Il"f ENT CONTROL NARRATIVE -
PROJECT DESCRIPTION .
THE PROPERTY IS LOCATED APPROXIMATELY 0.45 MILES SOUTH OF THE INTERSECTION OF ROUTE 50 AND INTERSTATE 81. THE SITE
AREA IS 2.29 ACRES OF WHICH APPROXIMATELY 0.85 ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF
THE CONSTRUCTION OF 1,55-1 SF OF SHOWROOM ADDITION, A 25 FT. CANOPY ON THE REAR OF THE BUILDING AND EXPANSION OF THE
PARKING LOT.
EXISTING SITE CONDITIONS
THE SITE CURRENTLY CONSISTS OF A 3,301 SF OFFICE/SALES COUNTER/SHOWROOM SPACE AND 8,211 SF OF WAREHOUSE SPACE.
THERE IS AN OUTDOOR STORAGE AREA BEHIND THE EXISTING BUILDING AND A PARKING LOT WITH 19 SPACES.
ADJACENT PROPERTY
THE SITE IS BOUNDED BY BUSINESS PROPERTY TO THE NORTH AND SOUTH AND FRONT ROYAL PIKE (ROUTE 522) TO THE WEST
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK (VESCH).
STRUCTURAL MEASURES
A CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE FROM THE EXISTING PARKING LOT. RUNOFF FROM THE ENTRANCE
SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE.
CULVERT INLET PROTECTION SHALL BE INSTALLED ON THE EXISTING 12" RCP UNDER THE ENTRANCE FROM ROUTE 522 AS A FIRST
STEP MEASURE.
SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE.
INCREASE IN IMPERVIOUS AREA = 023 AC.
PROP. C = 0.99 AG(0.90) + 030 AC(030)/1.29 = 0.16 A CHECK DAM SHALL BE INSTALLED IN THE DITCH LINE TO REDUCE SEDIMENTATION TO THE EXISTING DITCH.
INCREASE IN RUNOFF = 129 AC (0.16-0.65) (615 IN/HR.) = 0.96 CFS
NO.
KEY
SYMBOL
DESCRIPTION
3M
CE
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
305
O
XX X
SILT FENCE
3.01
IP
STORM DRAM INLET PROTECTION
309
0
0
TEMPORARY DIVERSION DIKE
3.10
O�
TEMPORARY FILL DIVERSION
3.12
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DIVERSION
3.13
S7
TEMPORARY SEDIMENT TRAP
3.18
O
®
OUTLET PROTECTION
3.20
O
- -' --' -�
CHECK DAMS
333
O
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SODDING
338
O
0-0-0
TREE PROTECTION
LCG
LIMITS OF CLEARING 4 GRADING
DRAINAGE DIVIDES
CRITICAL SLOPE - CRITICAL SLOPE
TO BE SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
ESLGN =
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL
GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN Cl)
O1 DAYS TO DENUDED AREAS THAT MAY NOT BE At FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14)
/ DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (6)
I MONTHS.
TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY
VEGETATION IMMEDIATELY AFTER GRADING.
v�
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
MANAGEMENT STRATEGIES
f / I CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE.
SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED
IMMEDIATELY AFTER INSTALLATION.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL MEASURES.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY
BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. It IS THE CONTRACTOR'S RESPONSIBILITY
TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL
`�. ' MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE VESCI-I.
MAINTENANCE
/ ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY' THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED
STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO
ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED.
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON
k�� �° SITE.
1-AR1'\ ?.3 GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL
X�IN
BEREMOVED AND GLEANED OR REPLACED.
/,�_�PERMANENT STABILIZATION
11�7t-- ~ �' \`ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL
�/W--GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 332 OF THE VESCH.
w f\�*y'` �-� STORMWATER MANAGEMENT
~' THE SITE HAS A NATURAL DRAINAGE DIVIDE RUNNING NORTH TO SOUTH. THE EASTERN TWO-THIRDS OF THE SITE DRAINS INTO
7 -- \
SULPHUR SPRING WHILE THE WESTERN THIRD TOWARDS THE ROUTE 522 RIGHT-OF-WAY. THE ROUTE 522 DRAINAGE FLOWS THROUGH
A SERIES OF PIPES AND DITCHES TO AN EXISTING VDOT STORMWATER MANAGEMENT POND WHICH OUTFALLS THROUGH OTHER
J DEVELOPED PROPERTY AND ULTIMATELY INTO THE 1-81 RIGHT-OF-WAY. CALCULATIONS FOR THIS SITE INDICATE THAT THERE IS
LESS THAN A ONE (1) CFS INCREASE IN FLOW OFF OF THIS PROPERTY DUE TO THE ADDITIONS. PER FREDERICK COUNTY,
4T\ ` * \ STORMWATER MANAGEMENT IS NOT REQUIRED FOR LESS THAN A ONE (1) CPS INCREASE IF RUNOFF± THEREFORE TO STORMWATER
/ 1QR 4''�• - �,! \ MANNGEMENT IS PROPOSED.
SEEDING NOTES:
1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 332 OF THE VESCH.
/ / t N/F WOLSELEY REAL ESTATE, INC. �`` 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4".
�m-TA / 3. PULVERIZED AGRICULTRUAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL
ZONE: 53~ ,, l"~ �, `4M, (TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER 1000 S.F. (2 TONS PER ACRE).
USE: OFFICE/WAREP005 FERTILIZE WITH 10-10-10 AT A AT OF 23 S. 1000 S.F.C1000 BS. E ACRE).
I \ 4. RATE LB PER L PER RE
AREA = 229 AC. �, \ KENTUCKY 31 TALL FESUE AND 10�' IMPROVED PERENNIAL
�� 5. SEED MIX SHALL CONSIST OF 90�0 0
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RYEGRASS APPLIED At THE RATE OF 250 LBS. PER ACRE.
man
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'N, 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS.
PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE
�7F GALLONS PER ACRE.
37
39
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5HE T FOR EfRO51ON AND 5ED IMENT CONTROL AND LANDSCAF61NG ONLY! _:al
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SCALE: 1" = 30'
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DATE: JAN. 2000
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DESIGNED BY. MSS
60
ii FILE NO. 2422
SHEET 3 OF 4
ROCK C1-4E CK D Al"I
STONE CONSTRUCTION ENTRANCE
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RUBBER HOSE
SET TREE LEVEL AND PLUMB --STRAIGHTEN
2
ACRES OR LESS OF DRAINAGE AREA
10' MM.
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AFTER SETTLEMENT IF REQUIRED. SET TREE
EXISTING
W
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GUY WIRE 012 GAUGE
WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED
A
PAVEMENT
GRADE
3 1
W
TURNBUCKLE
ENCASE WIRE AROUND TRUNCK IN BLACK
31
RUBBER HOSE. SECURE AT HEIGHT ABOVE
FILTER CLOt 6" MIN
fA
BEWT(OPTIONAL)
CD
TREE WRAP WITH 50% OVERLAP
FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE
FILTER CL07HPF
FLAGGING TAPE ON EACH WIRE
REMOVE TOP 1/3 OF BURLAP AND CUT ROPE
(OPTIONAL)
(DOWNSTREAM VIEW)
SIDE ELEVATION
Z
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AND/OR REMOVE WIRE BASKET FROM BALL
EXISTING 10, MIN.
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2" DOUBLE SHREDDED HARDWOOD
GROUND
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MULCH/3" SAUCER PLACE TOP 1/8 OF
B WASHRAGK 10, MIN.
(OPTIONAL)
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ROOTBALL ABOVE FINISH GRADE
UY WIRE 012 GAUGE
VDOT 01
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COARSE AGGREGATE
:� �
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12 MIN
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PAVEMENT
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INGRESS AND EGRESS OPERATION PLAN VIEW
LO
BACKFI LL
2-10 ACRES OF DRAINAGE AREA
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LIGHTLY COMPACTED SETTLING MOUND
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SUBGRADE
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-
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TYPICAL PLANTING DETAIL— — EVERGREEN
TREES
FILTER CLOTH
3" MIN.
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TYPICAL PLANTING DETAIL — TREES
OVER 2-1/2" CALIPER
(NOT TO SCALE)
(OPTIONAL)
(DOWNSTREAM VIEW)
TT=fT�TTf j�
FILTER CLOTH-�
SECTION A -A
(NOT TO SCALE)
VDOT h
COARSE AGGREGATE
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—
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PERMISSIBLE
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TAPER CURB HEIGHT DO
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6
3. STAPLE FILTER MATERIAL
4. BACKFILL AND COMPACT THE
MINIMUM CONCRETE
COVER 1 1/2-
TYPICAL ALTERNATE RADIAL PLAN
t0 STAKES AND EMEND It
EXCAVATED SOIL.
A
FOR USE AT APPLICABLE STREET *
FOR COMMERCIAL ENTRANCE
(HEAVY TRUCK TRAFFIC ANTICIPATED)
INTO THE TRENCH.
►-'
CONNECTIONS AND COMMERCIAL SEE STANDARD CG-13 SHEET 203.10 MICMA L Y
3000 REINFORCED C.ONGRETE �- — PAVEMENT --�' CCs-6R DEPRESSED CsUT7'`R _ s - 3 -6 -PERMISSIBLE ENTRANCES ` ` Wd ENS
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4" SUBBASE (21-A STONE) 2' CURB GUT a VAR, WII( OR �d Z B `rP�' / _ ` I I I- O�
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SIDEWALK ' o00 >
WIDTH VARIES 21 SPACE ®�
SEE SITE PLAN C 2,• R-2 : p 6. oo°o°oeee000°o°o° RAMP FLOOR III-
1/4" = I' d O o oe°eoe0000°o°O� I -I III
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STRIPED AREA "
4x a d. �: .. �• .. TANGENT PLAN °° SLOPE 12:1 MAX.
SHEET FLOW INSTALLATION
4Ak OT SPED• s' ib ISOMETRIC (PERSPECTIVE VIEW)
—I I (—III—III—III—III—III—III • 7' WHERE ST'D. CG-3, CG-7 IS USED NOTES- VIEW
7
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TYPE A / '-4- IS THE MINIMUM CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP -
SIDEWALK AREA RESISTANT INTEGRAL DETACHABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE
REQUIREMENT TO RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETACHABLE
CO1IPA(CTED SUBGRADE (WITH OR WITHOUT BUFFER STRIP) ACHIEVE A 12':1 SLOPE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT
(W9. DENSITY) ST'D. CG-2 ®8- 7'-4- EXCEED A MAXIMUM SLOPE OF 12:1.
TYPE I SCUPPER DETAIL OR CG 6 8.33%MAX.
- FLARED SIDES OF CURB RAMP TO BE POURED MONOLITHICALLY WITH RAMP FLOOR OR —
NOT TO SCALE - - 4 BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
CONCR T S I D U�,4L.K D T,4 I BGUPf'ERI PANDIGA r DEPTH TO BE USED WHEN THE ENTRANCE IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT FLOW
SYMBOLS $' SECTION A -A RADII CANNOT ACCOMMODATE THE TURNING ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP
MOT TO SCALE) TRUCK
RR EQURETMEN COF ANTICIPATED HEAVY FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. A
REQUIRED BARS ARE TO BE No. 5 xB' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES - B
SLOPE 12:1 MAX. OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2'.
eo ° eoeoe THIS ITEM MAY BE CAST HHYYDDRULICCEMENT CONCRETESIDEWALKAND EXPOSED
PMEASURED AND aFOR
E ATHE
AGGREGATE SIDEWALK,
FOR
S' VAN ACCESSIBLE SPACE _ OR PRECAST IN PLACE RA
COMPLETE-IN-PLACE.5'FOR REGULAR SPACE S-B- BRO ,2CSECTION B-BPERMISSIBLE CURB/CURB & GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN -I I.IIIONSITE T*I'PICAL FA/ _NT SECTION CONSTRUCTION JOINT �y
PAYMENT FOR CURB/CURB R GUTTER. '•-r
HANDICAPPED i=,4RKING DETAIL POINT A SHOULD BE HIGHER THAN POINT B.
NOT TO SCALE oo° o° LIMITS OF EXPOSED AGGREGATE SIDEWALK WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS
00o STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. cc El
N.T.S.
j/ * V TREATMENT WHERE WIDTH OF SIDEWALK OR SIDEWALK SPACE IS LESS THAN 7'-4- CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE � Q U
P,4RK (I �l� LOT ENGINEER. THEY ARE RI BE PROVIDED F INTERSECTIONS WMEREV£fi AN ACCESSIBLEINSTALLATION1-i E-
® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND ROUTE ®WITHIN THE RIGHT -OF' -WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARD- DR � 1-,N--1
SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN LESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED OR NONEXISTENT. THEY MAY BE (FRONT ELEVATION) yt�.
BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE CC E-
1 -I
ENGINEER, BUT SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EX. LIGHT POLES, CG-2 �:)
2" 5M-2A SURFACE COURSE SPECIFICATION
FIRE HYDRANTS, DROP INLETS, ETC WALL ALSO ACT PLACEMENT. O f. H �-+ T REFERENCE CURB RAMP
AFFECT
WITH MOBILITY IMPAIRMENTS)
(o SUBBASE VDOT STD. GR-21A 504 Revised 3-26-96 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.G9 E_ / W
=III=1 I I—III=III=III=1 I f=l I I=III—III CG-6
4., COMPACTED SUBGRADE W V
i=1 i 1=I i 1=1 i 1=1 i 1=1 I I_I i 1=1 i 1=1 i I_i (COMPACTED TO 95go DENSITY 2„ R Q z �
AT OPTIMUM MOISTURE CONTENT Z
VDOT VTM-I METHOD) I_ I III =I I= �
ATS 2-FIN( H N IL AT W
TOP AND BOTTOM I I I a W
: -
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST 2"X4"X4' BEAMS, TOE NAIL t0 POST
a ° a 4
2'R O
_
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED �-
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 6 2-0 —�
=
Concrete to be Close A3 ifcost in —
Dt-pvmt2 precast place 4000 PSI if =III •, e' • Surface
rq rq do THIS AREA MAY BE CONCRETE BOTTOM OF CURB & GUTTER MAY
0 `n AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE -I This I ,hra item may be precast or coat in place.
ON51 TE T"T'F I CAL PAVEMENT SECTION 4 X4 X8 POSTS i Bose
ESLOPE OF SUBSURFACE COURSES, —I
NOT TO SCALE THIS CURB IS TO BE USED WHEN PROVIDED A MINIMUM DEPTH OF 7" -III
DESIGN SPEED IS 40 MPH O45 MPH
R LESS IS MAINTAINED. Subbase
,4 4'-011 - OR LRESS INHDE ELOPEDNUD
OUTDOOR STOR CAE RBAN & I�s'
125 ap
A I \\ /:: I/
SUBURBAN AREAS.
NOTE3" SM-2A SURFACE COURSE - Thla curb la to be used when Note: Comb. curb a gutter having a radius
NOTE: PRESERVATIVE STAIN ON ALL WOOD. = = cr1 COMB. CURB & GUTTER HAVING A RADIUS �'' design speed is 40 MPH or less
8" SUBBASE VDOT STD. GR-21A of 300' or less (along face of curb) wlil be
UexIII , on Rural highways and 45 MPH old for as radial curb.
COLOR TO MATCH THAT OF BLDG. _ III I I OF 300' OR LESS (ALONG FACE OF CURB) i—I �— or lose In developed urban p
(�:(= SHALL BE PAID FOR AS A RADIAL COMBIN- -I �. • 1° suburban area& *The depth of curb may be reduced as
-1 I El I I=I I I=1 I I=I I I -I I I=I I I=I I I=I I I- COMPACTED SUBGRADE a much as 3- (15' depth) or Increased as
I_III_III=1I I_II I_I11_I II_I I1_III1_I ATION CURB & GUTTER. _ = sum DATE: JAN. 2000
(COMPACTED TO 95go DENSITY I I :.. �?� much ae 3' (21' depth) in order that the
•'y A bottom of curb will coincide with the top of
AT OPTIMUM M015TURE CONTENT CONCRETE FOOTING = ,III THIS ITEM MAY BE PRECAST OR CAST IN PLACE. a Otherwise
of the pavement a 18"vcture.
.}'. -� : � ease Otherwise the depth Is to be 18' as shown.
VDOT VTM-1 METHOD) _ �9 _I No adjustment In the price bid is to be SCALE: AS SHOWN
.. + R III= CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 1 made for a decrease or an increase In
depth.
4000 PSI IF PRECAST. ���— DESIGNED BY: MSS
PAVEMENT DESIGN BASED ON A SUBGIRADE CBR DESIGN VALUE OF 6. SOIL TEST SPECIFICATION COMBINATION 6" CURB AND GUTTER ACCEPTABLE ALTERNATE IF
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED WOOD FENCE DETAIL REFERENCE CURB IS EXTRUDED JOB NO. 2422
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 105 (NOT TO SCALE) �E,�, STANDARD 6" CURB
Dt- vmt2 NOT 70 SCALE 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 105 "R"eAD�%"R'�'f1 SHEET 4 OF 4
502 TRANSPO TATION 201.01