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GENERAL- NOTE' MY CENERAL NOTES LECEND VICIMYT MAP
VI. All work on this project shall conform to the Iatest editions of the Virginia Department of-
1. Methods and materials used in the construction of the improvements herein shall conform to the current Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR - - _ 33 - "" - '' SCALE 1 20�
County construction standards and specifications an&/er- current VDOTT standards and specifications. Sediment Control- Regurations and any other state, federal or %car regulations applicable. In the
event of conflict between any of these standards, specifications or plans, the most stringent shall be EMSTING INDEX CONTOUR 330 j' i 1 S ALL INDUS. PARK UJ
2_ Measures to control erosion- and siltation, including detention ponds- serving as silt basins during construction, govern. f r f
must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR `IO i ; U
EX_E/P I ; i , +liar
relieves the developer or his agent of the responsibilities contained in- the Virginia Erosion, and Sediment V2. All construction- shall comply- with the- latest U.S-. Department -of Labor, Occupational Safety and EXISTING EDGE OF PAVEMENT - - - !' ; ; i `' ; j s ; i ,
Control Handbook. Health Administration and VOSH Rules and Regulations. PROP
PROPOSM EDGE OF P&VEMEAIT
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EX G1
(VDOT) and Frederick County prior to construction in existing- State right-of-way. be in accordance with the current- edition of VDOT's- work -area. protection manual_ Furthermore,. all- EXISTING CURB AND GUTTER
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP C&G 1 $ W
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is ! ` " i ' I ` ` ; N
PROPOSED. CURB AND GUTTER I ' 1 ' ' # ' i : ; t ` 1 � ' i ° `� Cp
Bridge.. Specifications, St:CtlOn. LQ4_04-C_ 1 F: . ` i , { s � • -
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required under State Iaw. GG-h _ GF�-6R ; • i ; ; " ; i ; _' : , ; 1 cU
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V4. The developer shall be responsible for relocating,at his expense, an and all utilities,- including TRANSITION FROM .CG-6. TO CG-6R
5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held
traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is ' ' ; ; � ; i ' i ` ` � � � • > ; ' I �°°A d � -
, I: ,,is�i P�
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTTING TELEPHONE LINE - T- ' i { P i < ; i i j F ;' : a C cu 00
(VDOT) to deter mine if and where guard rail- and/of- paved ditches- will bte needed. The d'e�vei-oper- will be be in conflict with the proposed construction activity. VDOT approval of these plans does not PROPOSED TELEPHONE LINE � T � j i s � j 1 ` I i , ' . J �- W uwi
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responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to relieve the developer of this responsibility. o�
EX. 15" R6_ . O
Virginia Department of Transportation (VIYOT) Guard Rail and- Isaved Ditch Specifications. EXISTING STORM SEVER =-` � _ i � 1 Hil � = � a
V5. Design features relating to field construction, regulations, and control or safety of traffic may O = cU
6, An approved set plans and all applicable. perms must be, available at the construction, site_ Also, a be subject to change as deemed` necessary by VD07' Any additional expense incurred as a result -of Pi�C11 15 O�G.P a, ri -
representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SERER
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER [� r [rr/� u [� L r�r �' 3 u oa,
Control Devices (MUTCD} land use permits for airy work on VDQT right-of-way: PROPOSED gA�ARY PROJECT 1 IlI�FVRM1i T
8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7, required b- the local. VDO-T Residency Office a pre-- conference, must be- arranged --P
� re4 Y Y .- Pr rang _ ELECTRIC - SEltV10E .,
embankment. and held by the engineer and/or developer with the attendance of the contractor, various County
agencies, utilitycompanies. and. VDOT prior to- initiation- of _work_ - PARCEL IDENTIFICATION NO. 43 - 19 - 49 °.,' � �
9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California papa P PROPOSED ELECTRIC SERVICE STREET ADDRESS: IM41 LAKEVILLE CIRCLE Q,, 0
BearingRatio CBR of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed WINCHESTER, VA 22603 >'
( ) P g g P V8_ The_ contractor shall notify th_e local VDCT Residency Office when, work is to begin_ or. cease for EXISTING GAS IBM a,
for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. TOTAL AREA: 2.6152 ACRES L
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE G PROJECT AREA: 2.6152 ACRES
Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the DISTURBED AREA, 2.5 ACRES ram,
support values of the soils in the subgrade. Final pavement design shall be submitted during- construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE CURRENT.ZORING: M-I
accordance with the Virginia Erosion and Sediment Cor ltrol Handbook, Section 3.02. Furthermore, CURRENT USE: VACANT
and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE
Developer shall- have, within the limits of pr
oject, ro ct, an employee certified b the Department of PROPOSED ZONING= M-1
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation FENCELU E PROPOSED USE: OFFICE AND WAREHOUSE
on the plans- and as required at the field inspection. control devices anct measures- fair- prolser installation and deficiencies immediately- after- each rainfall, EXISTING pig POLE c�
and weekly when no rainfall event occurs.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, � Req d ov, d Redd
be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE BUILDING SETBACKS: FRONT: 15, 11.5' PARKING SETBACKS: FRONT: 25'
at the end of construction. EXISTDIG WAT) 1F TEE #-T o SIDE- 2S' BOB., SIDE: 51
.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than t REAR: 25' 30.5' REAR: 5'
one litter receptacle shall be provided at the construction site. VLL_ All water and sewer lines- within existing or proposed- VDQT right-of-way are_ to have minimum PROPOSED._ WATERLINE_W/ TEE_ ®�T� :o
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. BUILDING HEIGHT: ALLOWED : 60' PROPOSED 24'
entering- public streets, and it is- tire- cons tractora-esgansibilit� to clean- streets -,allay dust, and to take EXISTING FIRE HYDRANT
V12. Any unusual subsurface conditions encountered during the course of construction shall be OUTDOOR LIGHTING: PLACED ON BUILDING, ALL LIGHTING TO BE SHIELDED TO
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free ■
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXIFfiNG WATER VALVE PREVENT ILLUMINATION OF ADJACENT PROPERTIES.
condition at all times. until an adequate design can be determined by the engineer and approved by VDOT.
14. * Notification shall be given to- the- appropriate- utilit c for to construction of water and/or sanitaryPROPOSED WATER. METER _ ® OUTDOOR SIGNS: ANY OUTDOOR SIGNS FOR THIS SITE MUST CONFORM WITH THE
MY company / V13. All fall areas, borrow material and undercut areas shall be inspected and approved by a VDOT ____ _ _,�-__ --u-__ __ STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY Q
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER
sheets; and connections to existing lines P P P g q P ZONING ORDINANCE AND A SIGN PERMIT MUST BE ISSUED BY
g shall be present to insure the sample obtained is representative of the Iocation. When -soil -samples PROPOSED REDUCER THE DEPARTMENT OF BUILDING INSPECTIONS.
dl b d l d tifianlabeled id l l shall b h l th ti t f i at b l t i t o private laboratories or testing, e samples sae clearly identified U
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted-Q-
as belonging to a project which. will be accepted by- VDOT and - that testing- shall be conducted STOP SIGN OUTDOOR STORAGE_ NONE PROPOSED
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. �--+
according to all applicable VDOT standards. _ HANDICAP RAMP (CG-12)
16. The Iocation of existing utilities shown in these plans are taken from existing records. It shall be the DENOTES LOCATION OF STD VDOT DUMPSTERS: NONE PROPOSED W
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be 0 Z E-4
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing compacted is 6" lifts- to 95% of theoretical- maximum density ag determined bT AASHTO- T--99 Method LANDSCAPE CALCULATIONS PARKING CALCULATIONS E..,
REQUIRED W
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street x � >
utility verification and the proposed construction.'-'
right -off may. At th-e direction of VDOT lnspeetoi°-, density tests performed by a qualifiedPARKING INDICATOR Al2-IIdDIGATES THE' NUMBER OF TYPICAL PARKD11j SPACES- RE�G2UIRE�D w � U Q
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A PARKING PERIMETER = I TREE PER 40' OFFICE : I SPACE PER 250 S.F.
result of his construction project within or contiguous to the existing right-of-way. copy of all- tests- shall be submitted to VDQT prior to- final VDQT approval.. I� INTERIOR = 1 TREE PER IC SPACES WAREHOUSE- I SPACE PER EMPLOYEE � � E�
P ] g g g Y• TEST PIT LOCATION
18. When din is d within easements of utilitiens, letters of scion frarrr all iinvalved com anieg VLS_ VDCT- Standard CD and UD under -drains shall be installed_ where_. indicated_ on_. these plans and.. � .� E' ~ Z
g ° P PERIMETER: 245 / 40 1 TREES OFFICE: 2,715 SPY250 SF: " = `10 SPACES ., L
further where determined necessary by VDOT Inspector. W must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site HANDICAP PARKING INTERIOR: 13 SPACES / '0 = 2 TREES WAREHOUSE: 2 EMPLOYEES = 2 SPACES w Q
development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall TOTAL SPACES REQUIRED = 12 ®0 XQ a',I co U
19. The developer will be responsible for the relocation of any utilities which is required as a result o€ 1 meet VDOT minimum design standards and is the responsibility of the developer. 1�EHICLES PER DAY COUNT ra0 REQUIRED 9 TREES TOTAL SPACES- PROVIDE D = 13 U �, <C ~
PROVIDED 9 TREES �
project. The relocation should be done prior to construction. V17. Prior to acceptance b VDOT of an streets, an required street si na a and/or pavement P Y Y Y q g g / P PROPOSED BUILDING ENTRANCE HANDICAP SPACES REQUIRED = I Q � �
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account OPEN SPACE CALCULATIONS HANDICAP SPACES PROVIDED = 1 Z A-+
in accordance- with state law_ In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The 1:4 a W
bottom of the sin shall be six 6 feet above the edge of pavement and the post shall be installed REQUIRED: 2E,% = 29,133 S.F.
engineer must be notified immediately. g () g P P EXISTING STREET LIGHT �� LOADING SPACES ,..1 Q
a. minimum of four (4) feet from the edge of pavement. Sign_ posts shall be of a type found on PROPOSED BUILDING = 36,500 S.F. > �
1 SPACE PER 40,000 S.F. REQUIRED
PAVEMENT GRAVEL AREA = 49,515 S.F.Dq
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section. 36,500 SFJ40,000 S.F.= I SPACE � 1:4
Contact the local VDOT Residency Office with any questions regarding -sin material and placement. PROPOSED STREET NAME SIGN -� TOTAL m 56,015 SF. 4.4
at (544) 662-4185 immediately of any discrepancies between actual field conditions a-a�l the, approved plan. X Y 4 g P LOADING SPACES PROVIDED = 8 � �
22_ Controlled fills shall be compacted to 959.a of maximum density as determinedby method "A" per standard PROPOSED SANITARY LATERAL CLEANOUT V18. The developer must provide to the local VDOT office a list of all material sources prior to 116,531.11 - a&,015 = 30, 516.11 SF. OPEN SPACE PROVIDED ,� 0
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be SMffkRY MANHOLE IDENTIFIER 12 30, 516.11 / 116,531.11 262io W E 4
professionatl engineer and results submitted to Frederick County prior to pavement construction If a- provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices *NO ENVIRONMENTAL. FEATURES. ON THIS SITE � U2
geotechnical report has been prepared, it should supersede the requirements in this note. may be obscured. STORM DRAIN STRUCTURE IDENTIFIER *PREVIOUS APPROVED PLAN "LC-9S
Q F.A.R. CALCULATIONS
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of- a mechanical 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating spreader. Density will be determined using the density control strip as specified in VDOT's Road and REQUIRED: 10
or blasting- at least two (2} working days, but not more- theta- ter, (1&} working days, prior to- eem€rreneement Bridge Specificatiorm-Section 304 and V7V-10-. A certified compaction techncian shall perform these- _--_ __-- __._ _____- - __--- PROPOSED BUtLDINCa = 3fa,500 SF_
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to EASEMENT LINE 36,500 / 116,531.11 = 0 31 FA.R
in Frederick County appear- below. These members shall also be used to serve in an emergency- condition. checking- stone- depths; a VD&T shed! be xmtified and given- the opportunity to be. - -
present during the construction and testing of the density control strip. r/v �c �v r� r�r
EXISTDI6- SPOT ELEVATION- 1 PL P VENE L ION �AL
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road +
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and Bridge Specifications -Section 3f5-. Density will be- determined using the- density control strip as PROPOSED SPOT ELEVAII01 153 CLASS USE TRIP RATE USE VPD
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. EXISTING VINE
A certified copy of the test results .shall be provided to the Residency Office- A VDQT. representative
UTILITY
Trf►v �r� rm��r�{�r shall be notified and given the opportunity to be present during the construction and testing of the
f1I 1 C� 1 � 1 L . control strip.
EXISTING TREE OAK L; 15" PINE
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
EINWater/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. r,.��1�` ��` ,
V22. Final location of CG-12 Curb Rams shall be determined b VDOT inspector. PROPOSED TREE r,. 15' OAK 15" PINE APPROVED
P.O. Box 1877 P.O. Box 240.0 P Y P 1 ,• �`"- �-°°� • gaDo�
Winchester, VA. 22604 Winchester, VA 22604 �� _ _ o ;�.1..
(544) 868-1061 (540) 869-1111
KCSA COMETRUCTION NOME
Power: Allegheny Power- Phone: VERIZON
P.O. Box 1458 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES p OVER
Cr E �r rr
Hagerstown, MD 21741 P.O. Box , MD SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. SATE REVISION SEAL [, IJII ri 1
1-800-654-3317 Baltimore, MD 21297
(301) 954-6282 2, THE, CONTRACTOR SHALL COORDINATE_ WITH, AND ARRANGE FOR INSPECTION BY THK AUTHORITY. V*/02 PER F.C.5.,4. COMMENTS Project Name-
3.
EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S R
INSPECTOR. 215/02 PEPUBLIC WOWS COMMENTS TOAN AND ASSOC., LTD. BLDG. # 5
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF 2/6/02 PER V.D.O.T. COMMENTS 0
MISS UTHM 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME 2/13/02 PER FIRE MARSHALL COMMENTS Owner: Address, Including Zip Code & Telephone No.
r AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO r 360-2 MCGHEE RD.
FIRE �lAR'HAL 9S lX 01 E BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE 2/14/02 PER PLANNING COMMENTS TOAN AND ASSOCIATES WINCHESTER, VA 22603
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN U MARK D, SRITH (540) 665-0693
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX '� N0.022837 t� ,, r ---_-:
ASSEMBLY INSTALLED CORRECTLY. 4 t
Fire: lane markings and sdgnage: Developer: i Ii . , h 4 .t. 4 r � x..a , Address, Including Zip Cade &'Telephone No.
Any "No Parking" signs and yellow painted curb locations will be installed 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: '< ` ZL`OZ
by field inspection at the direction of the Fire Marshall's Office. A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING to SAME AS ABOVE NIAR ,c' ? INUU
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET INDEX
FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. --, -
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: �' t Address, Including Zip Code & Telephone No.
STATIC PRESSURE = STATIC PRESSURE = PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 161 WINDY HILL LANE
RESIDUAL PRESSURE = RESIDUAi. PRESSURE- = THE AUTHORITY WILL INSTALL THE METER, WINCHESTER, VA 22602
AVAILABLE FLOW = AVAILABLE FLOW = D THE AUTHORITY WILL B45TALL ALL SEWER LATERALS. COVER SHEET SHEET 1 GREENWAY ENGINEERING
(540) 662-4185
6. WHEN AN EXISTING WATER MAIN IS TAPPED- FOR THE INSTALLATION OF A NEW LINE: SITE PLAN SHEET- 2 PROFESSIONAL SEAL & SIGNATURE
SOURCE: SOURCE: DETAIL SHEET SHEET 3
A. THE AUTHORITY SHALL FURNISH ALL. LABOR AND MATERIALS TO MAKE THE TAP. DATE: 01/14/02
B. THE DEVELOPER/CONTRACTOR MUST: 1} FAKE APPLICATION FOR THE TAP, 2-) PAY DEPOSIT (BEFORE EROSION & SEDIMENT' SHEET 4 THESE PLANS ARE IN CONFORMANCE WITH A.PPROVAL_
DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS CONTROL PLAN COUNTY OF FREDERICK STANDARDS AND SCALE, N/A
COMPLETED.
ORDINANCES. ANY DEVIATION OR CHANGE
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. IN THESE PLANS MULL BE APPROVED BY ��jj DESIGNED BY,
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO P4at -0C141,e • 01 a/ v
HANDICAPPED PARKINC NOTE ASSEMBLY, AS REQUIRED, INSTALLEiI. THE ASSEMBLY SHALL MEET ARSE STANDARD No. 1015 4R 1013 A CONSTRUCTION. AS
REMOTE READOUT IS REQUIRED. FREDERICK COUNTY ZONING ADMINISTRATOR DATE
Handicapped parking spaces and aisles shall slope JOB NO, 2146
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. ' SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
A REMOTE READOUT IS REQUIRED,. SHEET 1 OF 04
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1 DEED BOOK 'T51, PACsE 591
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No,
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022837
32
32
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10,000 S.F.
100'
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12, DOOR �� 100,
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21-8
PROP. F.N. PROLaRDS \�
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LET�OIR CITY COMPANY }
ZONED N1-I }
USE : VACANT I }
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DEED BOOK 6 , PAGE 255 (
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OF -EX 6' LU/C EASEMENT
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or"
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T. M. 43-19-31
THE NATIONAAL L64LDLIFE-FEVERATIf�
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8" 21-B BA5E STONE
USE : MANUFACTURWs
DEED BOOK 794, PAGE 103
'..�
DATE:
01/14/02
ABIR- aTY. BaTAN AC NAMES COMMON: NAME- SIZE- FM�� SPACW_v FONT.
0 RM 9 Acer rubrum Red Maple 2" CAL. AS SHOWN BtB
�^
r�: 'z' - -- 2" SM- 2?�
6" 21-B BASE STONE
NOTE:
20 10 O 20
40
SCALE:
"
1 = 20
��''
-- -
I. ALL UTILITIES TO BE LOCATED
UNDERGROUND
2. L.ACATLO�I OF PROPOSED
ELECTRIC _
5G-�_ L" = 20'
DESIGNED
BY: AS
PAVEMENT DETAIL
SERVICE TO THIS SITE NOT DETERMINED
AT THIS TIME
FILE
N0. 2146
MOT TO W-&E)
SET 02 OF 0.4-
se
STONE CONSTRUCTION ENTRANCE CONSTRUCTION OF A SILT FENCE' Z
(WITH WIRE S UPPOR T) r'ORo�
SILT FENCE CULVERT INLET
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TOE REQUIREMENTS
� %j Q ] � %R �j ]� � �j ]� j %TS FOR
1bL lJl l.ill'1L1Y l lb h .
,� � TRENCH UPSLOPE ALA THE L)rrE PROTECTION 130 /�,�A%- _ G UJ
130
A PAYfAnNNT OF POSTS.
J' S:, BANK STABILIZATION / LJJ
o ENDWALL
fXTER �o"i--' All. A FILTER CLOTH UNDERLINER (PREFERRED) -� PROP. ter' A>7E Z
SIDE ELEVATION
Exlsnwc aRoow I // II �ti� II TOE OF FILL CULVERT 128 128 130 130
Z'Ef IN
FILTER CLOTH T 3(0" MIN. �- C"
f0.
r ® _ / = s•-s• 3C-�" MIN. c�i It
I '/
ra' AfK. fo' AMA. FLOW ►II III N op
T a '
„ „
EWSTM
in
�.
PAVflrtNT 4" MIN. 12(0 .... 126 128 -.. :. .. 728 � cfl
LINE > �
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE ^'
VDOT /l ► -�--PO-97W DA4AArf£ O' ANN. TOE OF FILL
COARSE AO(;REGA7E B TO SELMIEWT FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL x
llgIPPNYf� DEN(:f o ° •^ / x
_ 5�¢ W
SILT FENCE o p,�� Q- �y I
AINUST
• � AW Erg PLAN VIEW o 5 TOWARDRAL WIDTH DISTANCE S 6' MINIMUM EMBANKMENT � FLOW FILTER CLOTH .. ... \\ � � � 0OF �
OpBu IONL J
FLOW 124 124 12ro 12Co Nv
f?' ANN. ,.. GRANULAR FILTER _ ..
>_ SI R
�„� H w
Jill j� ;�,. �►II OPTIONAL STONE COMBINATION o Q W W Q .:
FlLTER q.OTN I �n -a_' I 1.5' T •M W _ = LL `� S•-i f••1
SECTION A -A Ftofr 1 1~�I ►�� ~ n w W all o) o
122 _ _ O 11l � 122 124 X 124
_.tw
- -
►� O
.....:: �
� \� a� 3
' • ��:. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FLOW T �jj W J nn ;� ffti lXi Y..
• ► It
2.5' MIN. n - X n n 0 W U]
l ^ FILTER FABRIC O Q (A rn lrT N W - t Et
_ °' H _ cr1
e rY? e e M@ W e e
.,,.
RDNM'ORgm CONCRETE DRAIN SPACE III I WIRE 1 "VDOT #3, #3 7, #5, }S'6 OR /57 COARSE AGGREGATE CLASS I RIPRAP ";rxi .. _. �,.._, _ ........: ....... .. .<. .. d)
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN Cn
SECTION B - B - - HIGH VELOCITY OF FLOW IS EXPECTED COARSE AGGREGATE 0 +00 0 +2 0 0 +40 0 +(0 0 0 +60 1 +00 0 +00 0 +2 0 0 +40 Z W
MIN. THICKNESS = 6•
Si'X//Rff Ap4PMD from 1983 NVIomd Standards for W ffe" and ,SnATert Control, and Yo. D.SWC Pbte 3.02-1 SOURCE: a-daPted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 " _ I I 11 W
�o ooet SOURCE: ADAPTED tram VM Standard $inset! and Va. DSWC PLATE. 3.08-1 SOURCE: Adapted from VDOT Drainage Manual PLATE. 3.19-1 SCALE= 1 20 NORIz. PROP. I,UATER LINE PROFILE PROP. IUATER LINE PROFILE B F t
111= 2' VERT. z N O U w
O Z v z
5 z(J
F4 o ° Q Z
u �- �zr
xx Sbeet approach Ci �l
(roMw to be a. A surfacing as mower» U Ell ` (j�
elan an Worse) ra°dw°l ( darn o n be
!1_ T 1L ••-
c +cam 2• I (� (1
STD ,,Y.-12 J curb area 6) 0- W W 1L IL
(st'd CO-8) I n (A
g I 13 IL 1L
4• S ® 1 11
6• fr x 6• Ckse A3 (H.Es. d • Q
I OWiaaal Flea UM ,^anucy,te
---��------2-
Expombn --- Expon.ion Joint
''°„t g J W I SECTION C-C Qn
Now. width 'e" 2'-a• or a. M.Wans modwY
N N tv cv
anown on typical aecmrr. PLAN VIEW
CG-6
NOTES: TH OFT�
1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. V J
10Curve 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, O f
Edge of nwuaer 6X Max. ®C°ntt^'at Grads change. with o parabolic curve. 3. COMBINATION 4000 PSI IF CURB h CUTLER HAVING A RADIUS j
or Optional Floc Uns yap, In D WheennNSt'd. GG-I1 is used for entrances bunt OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
Marura Rood ay ~wes H. f.'_ uen�T proms' es BE PAID FOR AS RADIAL COMBINATION CURB h
�• �„„g, ® ® x x M*** Par-ent .ha„ aa,wtrwAod MARK I T H 9
b tM R/w B e (except any eubgrads 4. FOR USE WITH STABaJZED OPEN -GRADED ^ �
v 40' Ma. for street Corrseauw, I D stabehatiun required for nwinrne DRAINAGE LAYER, THE BOTTOM OF THE CURB I V O , 0 2 2 8 3 7
Pm+r^►^t e'hith can be -fted le AND GUTTER SH i BE CONSTRUCTED PARELLEL
20' D-Irrbls far CorenweM Ent,. Ile antracw) G
s' Lin. TO
TO THE DEPTH PAVEMENT.AVG Z ` (/ `
SECTION A - A Al and g torn or net be
,xre(/Z
red gutter Blab not be W for
beyond the R/w iM .xopt for �_ 2•R 5. THIS CURB 2 TO BE USED WHEN DESIGN SPEED
Guidelines for Grade Change D "'Dr°`anont P-P0e'e' IS 40 MPH OR LESS ON RURAL HIGHWAYS AND SS
g I I 4UBU BANRA E SS N TDEEEVELOPESE EDSI URBAN AND ARE TONAL
CG- area - ,the urb each - third
Emronoe Vdume Deshebis Maximum sand is to be adjusted ego m t h the ► EXCEEDED STANDARD CG-7 IS REQUIRED.
sigh (rnaw can 1500 VPD) 0 % 3 X mountable curb oontiguralion. •. .
Ms6nrn '500-1500 VPD) ! 3 X 8 X See Standard CG-12 for Curb to be used w7M tM Standard.' D gn ►.. 10
Los (lees Man 500 VPD) 6 % 8 % ® When the n qentrance rods cannot aowenn"dets : �, i•:1'
wd""tM6a co�'.Werr tionkWrWft otraaa" W b wdg� R . ... ,.0. .. ; . P' • "
increasing IN depth of adjacent proposed • . . • . . '.s - V
sidewalk to T bales.
to
x Optiorsal eowine may be u..d for entrances A ' . i .� '►, • •• ► .•,' : .►. .
in cut s..tleM. • - D .. " D . ►,
Optional %.%- may r.quka laming .1 e • - • .
Portion of gutter to VMkIft pending of safer. •"
The bott� of Ow curb
nEV040101SPECIFICAcl: METHOD OF TREATMENT- gutter nto a nay be Oope ofted�
CONNECTION FOR STREET INTERSECTIONS s I z-0• subbase to the pe of ■
.ubbaes courses f 7' isd o
502 min'wnum depth of Y is
AND COMMERCIAL ENTRANCES 20304 naintanned.
VRGMIA DEPARTMENT OF TRANSPORTATION This area may 1» ooncrete Q
mz �
r�y
trench width ■ IwIo� w
as required Q t CO ►--N
t-4
dia. schedule 40 steel
f pipe filled with concrete 3'
general backfill METER BOX and COVER and pointed yellow
eneral backfill (glee note) ,A, "A. 6•' 9 trench 6" minimum• • • : y' r�
I-=-f
mxx m . sPEFEREATKIN J mu
n w see ate
r-� t` METER SIZE METER BOX
0 METER •• ETE BOX COVER aESERENCE
COMBINATION 6 U
,.;.
Non - 105
h' 6 i
c M32C PW .............. ,:; form board . th+n,a«a. ,��: ::'..:. b`:;::::
mac ine excavation m t
5 8 x3 4" or 3 4 18 in. Dior.
..... / w
,:,>,�::..:... VIR I P T F TRAN P RTATI N
...................... , ,<,.: � ;. ,. , ... ; Traffic 2HH
GIN A DE AR MEAT O S O O
8 8 8 8 18 dia. 1'-6" "' I --I W
- - 1 o T affnc F MC 30 Tome WITH R -
ML 1 T To Li
d) W
1"
concrete E"N
co ....... N
24 in. Dior. �y 0
-
Traffic M r lit C 30 Fame WITH RM - - T IJ-1 "tr"L 12 T o id 4 L
n cc 2A ( ) encaseme t 4" ill ( P )
24" select back
fill 2 select backfr � � .:
E--f
.:
3'
n see note
Y i 1--N
see ate C. � N
( ) ( WHERE STD. CG 3 OR
W
trench bottom
concrete
% IS-1
v�� --- 8'-0" 4'-
e orbs a valve 0•
nit r u d s urbed earth treated 2"x 4" with stone bedding O
& boxes ✓k box 'n9 thrust block '� ®
O.D. 6" O.D. 6" op panne u BOLLARD DETAIL 4' ' • .� -2 s 12.1% MAX. 48:1 MAX. _
e �-+
1/2 O.D. TYPICAL SECTION 6 Q Ff N
TEE, WYE, OR PLUG meter cover s' ' 20:1
In lieu of wood forming the fitting may be ear with *denotes hand excavation set 2" above 3
pdyethylene, and the concrete poured to corn a ey surround b" = 12" min. for 10" and smaller pipe fin. grade prior 5' ,01 MAX t- •Z W
6• 6• L►e R tng and ogo.W undisturbed soil. The bearing dimensions b" = 18" min. for 12" lhru 20" pipe varies as required to sodding 18" 10:, 5 SECTION A -A a Q
against undisturbed soil shall remain as shown. see chat below for A. B, C d'ariernsions.FIL ^ QN W
co
One stone direction of setting to be approved prior to installation A y 5 DOWELS 5' LONG 1� 4
e6" nnn/XRWm corporation 5'-0• MII.3-0' S'-0" MIN SLOPE 101 C-C N
PERMISSIBLE F�
CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS stop 8"-21" eter b F.C.S PERMISSIBLE MAXIMUM CONSTRUCTION JOINT
P 3" stone be 4
S7ANDARD CONCRETE ARCH Pipe Plugs, Ayes do 11 1/4' and 22 1/T 45 and 90' •P g y meter box CONSTRUCTION JOINT � � (.x�
Die Tees Bends Be •p surrounding box
�, 0 0
A B C A B C A B C •+'' .' as required concrete ad 1'-6" s. x 6" des 0
on to check valveP q P B B SECTION B-B
6. 11-0. 0 -9 11-0. 01 -9 0 -9 0 -9 1 -3 0 -9 1'-9-
general ' r r i "'' "`'`"'""' 1 " 36" min
backfill general backfilldrain valve -�
(see note) Kee note 8 1 -3 T- 9 1 -3 0 -9 0 -9 0 -9 1 -6 0 -9 2 -3 4 8" min. angle yoke e 6'
....................: 10 1 -6 0 -9 1 -6 i -0 0 -9 1 -3 1 -9 0 -9 2 -6 ' ball valve v
•�:.;.<'.;<;.. U _ ® LIMITS OF EXPOSED AGGREGATE SIDEWALK W
.-:.....:-:.:-- ..:-:.:-:.::-:.:-:.:-::. ::::;:;;;:;;:::;rr:;;;; : 2 min. 6" nwx.
1 1 2 9 1 1 1 0 2 6 3 -0 1- 1 6 2 0 0 3 0 1
:: ix:> s :ii:
ACCESSIBLE ROUTE IS DEFINED AS A CO
NTINUOUS
ONTMUOUS
14 2 0 1 1 K co er 3-0 1 0 -0 3 1 6 2 6 1 0 4 0
hP
P
P 1"
Nr
U FIRM P ANT 77
UNOBSTRUCTED, STABLE, RM AND SUP O.D. `' RESIST
to in ABLE.
b conttnu - - our 0.n
........ .:�:.:-:::: ..:: i?':;:: 16 2 3 1-0 3 6 1 -6 1-0 2 -0 2 -9 1 0 4 -s
:?`k` g' PATH CONNECTING ALL ACCESSIBLE ELEIENrS OF A
8" 8" 8" without a
ants fir m TAN NT PLAN B' -
o GE LA
1a - - - -
2s 1 3 3 9 1- i 2 0 4F 6 3 3 0 1 9AED B THAT CAN BE AN 3APPROACHED ENTERm D
i 11
2 ft.
man to meter 4" store USED BY PERSONS WITH NOBILITY IIIPAMMENT5.
" 2-9 1- 4-0 1-9 - - - - -� " 20 6 6 2 0 3 3 1 5 0 6 w r ate main
6 store i e bedding
24" select backfill 24" select backfill g screw type
(see note) (see note) METER SETTING PARTS adjustable
3 11 1/4' THRU 90' BENDS line meter lee on le yoke angle check expansion \ valve box NOTES:
size size boll valve valve wheel one stone i0 be minimum a a THIS DESIGN TO USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48• WIDE)
stone ' curb k gutter of 6" above top of base CROSSWA K ca06SwVX REQUIRED AT TOP OF CURB RAMP. MINIMUM (X1RB RAMP LENGTH 8 Ff. FOR NEW CONISTRl1CTgN, 6 FT. FOR
1" 5 8 x3 4 Y502 BA94-224W HHCA91-323-TV EC-23 locator marker
6" 6" / " / Street ALTERATIONS.
O.D. gab. fl rods over fittings and & C84-34 ;:?: :,:; k stone
CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL
RI concrete 'Q
1 2 O.D. s embedded CO C @te thNst blocks. / 1" 3/4" Y503 BA91-323W HHCA91 -323-N EC-23 � d DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR ( RAMP FLOOR MAY BE
3' me alu P n P
_ �� Nry"} & C84-34 & C84-34 ••• g gS RECAST OR CAST N LACE). THE DETECTABLE WHINING SHALL 8E PROVIDED BY AN EXPOSED AGGREGATE O
FMNISH, RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1.
FQTING S¢E R� SIZE p� g 1" 1" Y504 BA94-444W HHCA94-444-TV EC-4 0 0 't •i' ` •• SLOPING SIDES OF CURB RAMP MAY BE POURED MONOUTHICALLY WITH RAMP FLOOR OR BY USING
6" M:�. `f PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
6" 12" h r
LESS 6 2 30" 1 rn
IF RAMP 6 PRECAST HOLES M PROVIDED R
bac o TYPICAL PLACEMENT
FLOOR UST BEFOR DOWEL BARS SO THAT AQ101NING FLARED
:::.
concrete concrete 14' -
20' e TYPICAL PLACEMENT 2 36" I TIN P SIDES CAN BE CAS LACE AFTER PLACEMENT OF PRECAST RAMP FL
IN TA
FLOOR. PRECAST CONCRETE SHALL
S ELATION NO
TES: ;:;;,-::::.
sidewalk : '
Concrete �..�:v��'�,>''��:••::F-.`:' AT INTERSECTION AT INTERSECTION �•IMM
BE C
�.
WITHINCROSSWALK
h
•. RED BARS ARE 70 !E N0. 5 X 1' R
i. x I
,^1''::• •, REQUIRED 8 PLACED CENTER TO CENTER ALONG BOTH SDE5 OF THE RAW
Exact location of meter box
o assembly . +f....,...- ...
Y WITHIN CROSSWALK
•.�i =.w FLOOR MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1 Y.
WITH BUFFER STRIP/
to be approved prior ( )
ed o to installation.•. CONCRETE CRADLE CONCRETE ENCASEMENT
- - PPR M AN P F AT TH PCURB RAMPS WILL BE MEASURED D AID OR E CONTRACT UNIT PRIG FOR PRICES HYDRAULIC CEMENT
9 r e mechanical ant
- 2. Water service crossing street l t � e :: �: ) CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE
VERTICAL BENDS sae 1- -1 4 g s set shall be type .. %;ii::• r
�c ; • .�c �• swivel tee with CURB/CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT DATE: O1 14 02
7
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stone beddsg "' 6� 1.3 encased in 3" dia. SCH40 PVC or M ; .' .copper':;;' ; , ihli'ii•,•• i":, •. FOR CURB CURD ANo CUTTER.
'if =�L�=i � s i i1 •� ,. i 6" branch /
8 - - 1.1 2.3 SDR21 piping. The piping shall run from v ' , s • i $', , s #•", • ,•� •• 'i WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS
NOTE: To be compacted to 95% of ASTM D698 maximum density. 10" - - 1.8 3.7 one foot beyond sidewalk across the y TO
RAMPS TO LHQCTMATEEDTStawNCorIBTHE� La�tNs CONFIGURATION.
BY THE ENCI y MLR.
r9 THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE M WITHIN THE RIGHT OF THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 , street, to one foot beyond sidewalk.
WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, SCALE: N/A
n iP BENEMS cuy i BE TuE cux 1. 4' An.5 1.7 3.9 7.6 1" X it " TEE (T444-444
PROPOSED OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN C
AS FOR HORIZONTAL BENDS. ROsswAucs AS SHOWN ON PLANS
16, 0.9 2.3 5.1 - DIAGONAL VARIATION OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES.
TRENCH & BEDDING 18• 1.4 3.2 6.3 - DUAL METER INSTALLATION FIRE HYDRANT ASSEMBLY EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT.
Figure 1 20" 2.2 4.5 T8 - Figure 9
5/8"x3/4", 3/4" & 1" METER INSTALLATION PERPENDICULAR CURB RAMP n�� DESIGNED BY: AS
CONCRETE THRUST BLOCKING
Figure 2 Figure 5 (ACCESS FOR MOBILITY IMPAIRMENTS) 105 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 FILE NO. 2146
SHEET 03 OF 04
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NOTES: SEEDINCx SCHEDULE
I. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. I. TOPSOIL WILL BE SPREAD AT A MINIMUM DEPTH OF 4",
2. PULVERIZED AGRICULTURAL LIMESTONE WILL BE INCORPORATED INTO THE SOIL AT A RATE
2. PRIOR TO COMMENCING SITE WORK, A LAND DISTURBANCE OF 132 Ibs. PER 1000 sf (2 TONS PER ACRE).
PERMIT SHALL BE OBTAINED FROM THE FREDERICK COUNTY 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 Ibs. PER 1000 sF (1000 Ibs. PER ACRE).
PUBLIC WORKS DEPARTMENT BY THE CONTRACTOR. 4, PERMANENT SEED MIX WILL CONSIST OF 61% KENTUCKY 31 TALL FESCUE AND 33% RED
CLOVER
TRAP "
DRAINAGt=
AREA
STORAGE REQUIRED
STORAGE PROVIDED
OUTLET
HEIGHTSTORAGESTORACzE
WET
DEPTH
WET
DIMENSION
WEIR
LENGTH
TOP
WIDTH
HEIGHT
BERM
CREST OF
WEIR
WET
DRY
WET
DRY
Cu. YDS.
Cu. YDS_
CU. YDS.
Cu. YDS_
1
0.01
55
55
55
261
2'
3'
30'x20'
5'
2.5'
31
3, PER CHAPTER I*1 OF BOCA, CONTRACTOR SHALL APPLY FOR SPECIAL 5. TEMPORARY SEED MIX WILL CONSIST OF OATS, ABRUZZI RYE OR EQUIVALENT" \
INSPECTION OF FILL AREAS. (6. STRAW MULCH WILL BE APPLIED TO ALL SEEDED AREAS AT A RATE OF 3500 Ibs, PER I I
ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200
GALLONS PER ACRE.
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PROP. RIP RAP
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PIPE OUTLET CONDITIONS
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IIPE OUTLET TO FIAT
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SECTION A -A MT= CLOTH KEY DT e'-u-: RACOIOUWM PC � P)9t11Q7ER
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PLAN VIEW
ZIP
FILTERN . , .�,
NUM: 1. APRON IR41NG MAY BE RIPRAP. GROUTED RIPRAP, GABION
BASKET, OR CONICWTT.
2. Lik IS f LENGTH OF THE,• 1 1
YIPLATES 1
145 1 I!: THE MA)GMUM STONEDIAWETER. BUT NOT
LESS THAN 6 IINCHES.
Source: Va. DSWC Plate 3.18-1
3.20-1
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RE5PON51BLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER
15 THE PARTY RESPONSIBLE FOR
GARBING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
1 -1. --
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
'QUICK REFERENCE FOR ALL REGIONS'
Rate
Planting Dates Species (tbs./acre)
Sept. 1 - Feb. 15
50/50 Mix of
Annual Ryegrass
(Lollum multi-f(orum)
& 50 - 100
Cereal (Winter) Rye
(Secal cerea(e)
Feb. 16 - Apr. 30
Anual Ryegrass 60 - 100
(Lollium multl-florum)
May I - Aug. 31
German Millet 50
(Setaria Italica)
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultlpacker seeder or hydroseeder. Small grains shall be
planted no more than one Inch deep. Grasses and legumes
shall be planted with no less than 1/4' soil cover.
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES .---,. -•r.»� �I �_ ^1 .__ -. FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-1,00%
- Improved Perennial Ryegrass ■
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in
Virginia. 125 lbs.
General Slope (34 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
150 Lbs
Low -Maintenance Slope (Steeper than 34)
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
- Crownvetch ***
20 lbs.
150 Lbs
* Perennial Ryegrass will germinate faster and
at lower soil
temperatures than fescue, thereby providing cover
and erosion
resistance for seedbed.
** Use seasonal nurse crop In accordance with
seeding dates as
stated belowl
March, April through May 15th
Annual Rye
May 16th through August 15th
Foxtail Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
*** If Flatpea is used, Increase to 30 lbs./acre. All legume seed
must be properly Inoculated: Weeping Lovegrass
may also be
Included In any slope or low-maintonce mixtures
during warmer
seeding periodsi add 10-20 Lbs/acre in mixes.
EROSION/SEDIMENT CONTROL LEGEND
NO, KEY
SYMBOL
302 CE
305
3.01 IP
3.18
3.13 St
••PON�
320--
DESCRIPTION
TEMPORARY CsRAVEL CONSTRUCTION
ENTRANCE WITH WASH RACK
SILT FENCE
STORM DRAIN INLET PROTECTION
OUTLET PROTECTION
TEMPORARY SEDIMENT TRAP
CHECK DAMS
010=12.25 CF5
MINIMUM DEPTH a 6"
5A5E a 5.0'
5ANK5 w 2:1
SLOPE = 2%
VELOCITY w 3.96 FTJSEC.
GRASS LINING
2\_611 MINT, A 2
I I
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DITCH SECTION
(N.T.S.)
20 10 0 20 40
SGALE: I " = 20'
TEMPORARY SEDIMENT TRAP
1 WAABLE
1/ \FILTE0 cuo1T1 \ OMMAL
Gltokpo
GR011lla
ELEV.
•SEE PLATE 3.13-1 CMRSE Aa0WGATE•• CLASS I FN~
CROSS SECTION OF OUTLET
CLASS I arn.r LOX TMOR�/NMFEE GE NtE-
6 ..)
o moo*
E%AREAIED FRTER CLOTHAIT�
f'COARSE AGGREGATE SMALL BE VDOT /3, /337 OR /3
OUTLET (PERSPECTIVE VIEW)
SOURCE: VA. DSWC PLATE. 3.13-2
MINIMUM TOP WIDTH (W)
REQUIRED FOR SEDIMENT
TRAP EMBANKMENTS
ACCORDING TO HEIGHT OF
EMBANKMENT (FEET)
I- W - I H !o A_
1.5 0.5 2.0
2.0 1.0 2.0
2.5 1.5 2.5
3.0 2'0 2.5
11, 3.5 2.5 3.0
Ho H 4.0 3.0 3.0
4.5 3.5 4.0
5.0 4.0 4.5
�- EXCAVATED AREA
MAX. DEPTH - 4'
ORIGINAL
GROUND
ELEV.
SOURCE: VA. DSWC PLATE. 3.13-1
No, 022837
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DATE: 01/14/02
SCALE: 1" = 20'
DESIGNED BY: AS
FILE NO. 2146
SHEET 04 OF 04
CL'NFRAL NOTTS
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards- and specifications- an4/er eu rent VDOT standards and specifications.
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 plans in no way
relieves the developer or h-ia agent of the responsibilities contained in the- Virginia Erosion- and Sediment
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction in existing- State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State Iaw.
5. The- exact location of all guard rails will- be- determined by VDOT personnel. "A joint inspection will be- held --
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determme if and where guard rail- and/of- paved ditches will be -needed. The developer will be
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set- of plans and all applicable- permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (RUTCD-).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. AlI pavement sections on the approved plans are minimum sections to be utilized when the actual California
Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
for actual determination of required pavement thickness prior to placement. All final pavement and base
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and
Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true
support values of the soils in the- subgrade. Final pavement design shall be submitted: during construction
and prior to placement.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection:
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shaII be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets; and if is- the contractors to clean streets-, allay dust, and to, take -
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. • Notification shall be given t-o 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
sheets; and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
16. The Iocation of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed- withal-, easements of utilities letters of perrnissiorr from all involved companies -
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
development permits.
19. The developer will be- responsible- for the- relocation of any utilities which- is- required- as &- result, of his -
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance- with state law. In the event gravesites, are discovered during construction, the- owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540-) 662-4185- immediately of any discrepancies between- actual field conditions- and the approved plaarr.
22_ Controlled fills shall be- compacted to 959P of maximum density as determined by method- "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to- Frederick County prior to- pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2} working days, but not more than ten- (10-} working days, prior to- commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
in Frederick County appear below. These numbers shall also be used to serve in an emergency coition.
UTILITY CCNTA L TS
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400
Winchester, VA. 22604 Winchester, VA 22604
(540) 868-1061 (540) 869-1111
Power: Allegheny Power Phone: VERIZON
P.O. Box 1458 P.O. Box 17398
Hagerstown, MD 2174I
1-800-654-3317 Baltimore, MD 21297
(301) 954-6282
MISS UTILITY 1-800-257-7777
FIRE AMRSHAL'S NOTE
Fire lane markings- and signaae:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
FIRE FLOW DATA: HYD#
STATIC PRESSURE _
RESIDUAL PRESSURE -
AVAILABLE FLOW =
SOURCE:
DATE:
FIRE FLOW DATA: HYD#
STATIC PRESSURE _
RESIDUAL. PRESSURE. _
AVAILABLE FLOW =
SOURCE:
DATE:
HANDICAPPED PARKING NOTE
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
D-O-T CENFRAL NOTES
LECFND
Vl. AN work on this project sha11 conform to the Iatest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
EXISTING INTERMEDIATE CONTOUR
Sediment C-ontrol Regulations and any other state, federal or %car regulations applicable: In - the
event of conflict between any of these standards, specifications or plans, the most stringent shall be
EXISTING INDEX CONTOUR 330
govern.
PROPOSED CONTOUR 40
V2. All construction -shalt comply- with the- latest -U:Sr. Department -of -Labor, Oec-upational- Safety and
EXISTING EDGE OF PAVEMENT EX E/P_
Health Administration and VOSH Rules and Regulations.
PROP E/P
PROPOSER EDGE OF PAVEMENT
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall
EX C 6
be in &ecordibn a with. the current- edition of VDOT's- work- areaprotection manual- Furthermore, all-
EXISTING CURB AND GUTTER --- - - --
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and
PROP C&G
Bridge Specifications, Section_ 104_04-C_
PROPOSED. CURB AND GUTTER
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including
!V�
TRANSITION FROM .CG-6. TO CG-6R -
traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is
the sole responsibility of the developer to locate and identify utility facilities or items, which may
EXISTING TELEPHONE LINE
-
be in conflict with the proposed construction activity. VDOT approval of these plans does not
PROPOSED TELEPHONE LINE
T T
relieve the developer of this responsibility.
EX' 15u RGF
EXISTING STORM SEWER
--_ �-i�
V5. Design features relating to field construction, regulations, and control or safety of traffic may
-
be subject to change as deemed -necessary by VDOT: Any additionar expense incurred as a result -of
PROP.- 15° RGP
-®
any field revision will be the responsibility of the developer.
PROPOSED STORM SEWER
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
EXISTING SANITARY SEWER
land- use permits for arry work on VDOT right-of-way.
PROPOSED SANITARY SEWER
V7. It required by the local VDO-T Residency Office, a pre. -construction conference must_ be- arranged
EXISTING ELECTRIC. SERVICE
P
and held by the engineer and/or developer with the attendance of the contractor, various County
agencies, utility companies and_ VDOT prior to- initiation_ of work_ .
PROPOSED- ELECTRIC SERVICE
V8_ The contractor shall notify the local VDOT Residency Office- when_ work is to begin, or cease for
EXISTING GAS LM
any undetermined length of time. VDOT will also require 48 hours notice for any inspection.
PROPOSED GAS LINE
V9. The contractor will be responsible for maintaining adequate access to the project from the
adjacent public roadway through construction and maintenance of a construction entrance in
PROPERTY LINE
accordance with the Virginia Erosion .and Sediment Control Handbook, Section 3.02. Furthermore,
access to other properties affected by this project shall be maintained through construction. The
FLOW LINE
-� •• •- ••• -� •• • - •.. -a - •• • -�
Developer shall` have, within the limits of the project, an employee certified' by the Department of
FENCELINE
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
control- devices- and- measures for-- proper installation and- deficiencies- immediatelT after- each rainfall,
EXISTING POWER- POLE
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
EXISTING TELEPHONE POLE
ti
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
at the end of construction.
EXISTING WATERLINE V/ TEE
' T'
V11_ All water and sewer lines vathin existing or .proposed_ VDQT. right-of-xa_y are_ to have mimimur
PROPOSER WATERLINE-W/ TEE_
eT
36" cover and, when possible, to be installed under roadway drainage facilities.
G. FIRE HYDRAHT_
V12. Any unusual subsurface conditions encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity
EXIMM WATER VAIN
until an adequate design can be determined by the engineer and approved by VDOT.
,
PROPOSED WATER. METER
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
_
representative prior to placement and fill. Where CBR testing is required, a VDOT representative
EXISTING REDUCER
shall be present to insure the sample obtained is representative of the Iocation. When -soil -samples
PROPOSED REDUCER
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled
as belonging to a project which will be acceptert bT VDOT and that testing shall be conducted
STOP- SIGN
-n-
according to all applicable VDOT standards.
-
. HANDICAP RAMP (CG-12)
V14. All roadwayfill, base, subsurface material and backfill of utility/storm
y/storm sewer trenches shall be
DENOTES LOCATION OF STD VDOT
C�_ p
compacted in 6" lifts- to 95% of theoretical maximum density- as determined by- AASHTO- 7-99 Method-
SS
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
PARKING INDICATOR
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified
INDICATES- THE NUMBER OF TYPICAL PARKING SP
ACES~
A
roo
12
Q
g pp y p g c uc non an es ins o e
control strip.
V21. Approval of these plans shall expire three (3). years from the date of the approval letter.
r,
EXISTING TREE f 15" OAK
v"
r..
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
PROPOSED TREE �°'�j. 15' OAK
FCSA COMEMUCT[OAT NOTES
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ABDMONALLY MEET ALL REQUIREbIENTS OF- TIDE- FREDERICK COUNTY SANITATION AUTHORITY
BATE
REVISION
2, THE CONTRACTOR. SHAM COORDINATE. WITH, AND ARRANGE FOR INSPECTION BY THE, AUTHORITY-
W*102
PER F.C.5.4. COMMENTS
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
INSPECTOR.
215/02
PEES PUBLIC WORKS COMMENTS
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
2/6/02
PER V.D.O.T. COMMENTS
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
2/13/02
PER FIRE MARSHALL COMMENTS
2/14/02
PER PLANNING COMMENTS
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID WORK WILL BEGIN.]
ET INDEX
„BEFORE
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8 , 3/4 AND 1 WATER SERVICES.
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
THE AUTHORITY WILL INSTALL THE METER.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS-
6. WHEN AN EXISTING WATER MAIN 19 TAPPED? FOR THE INSTALLATION OF A NEW LINE- COVER SHEET
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. SITE- PLAN-
B. THE DEVELOPER/CONTRACTOR MUST: 1) FAKE APPLICATION FOR THE TAP, 2-) PAY DEPOSIT (BEFORE DETAIL SHEET
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS EROSION & SEDIMENT
COMPLETED. CONTROL PLAN
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
ASSEMBLY, AS REQUIRED, INSTALLED. THIS ASSEMBLY SHALL MEET ASSE STANDARD No. 10,15 OR 1013. A
REMOTE READOUT IS REQUIRED.
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
A REMOTE READOUT IS REQUIRED.
15" PINE
15' PINE
VICINITY RAP
PRaJECT - INFORMATION
PARCEL IDENTIFICATION NO. 43 - 19 - �49
STREET ADDRE55: "141 LAKEVILLE CIRCLE
WINCHESTER, VA 22603
TOTAL AREA: 2.6152 ACRES
PROJECT AREA: 2.6152 ACRES
DISTURBED AREA: 2.5 ACRES
CURRENT . ZONING . M- I
CURRENT USE: VACANT
PROPOSED ZONING- _ M-t
PROPOSED USE: OFFICE AND WAREHOUSE
Req'd rov'd Req'd
BUILDING SETBACKS: FRONT: -15, �1B' PARKING SETBACKS: FRONT: 25'
SIDE- 23.' 30.5' SIDE 5'
REAR: 25' 30.5' REAR: 5'
BUILDING HEIGHT: ALLOWED : 60' PROPOSED : 24'
OUTDOOR LIGHTING: PLACED ON BUILDING, ALL LIGHTING TO BE SHIELDED TO
PREVENT ILLUMINATION OF ADJACENT PROPERTIES.
OUTDOOR SIGNS: ANY OUTDOOR SIGNS FOR THIS SITE MUST CONFORM WITH THE
STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY
ZONING ORDINANCE AND A SIGN PERMIT MUST BE ISSUED BY
THE DEPARTMENT OF BUILDING INSPECTIONS.
OUTDOOR STORAGE: NONE PROPOSED
PUMPSTERS: NONE PROPOSED
LANDSCAPE CALCULATIONS PARKING CALCULATIONS
REQUIRED REQUIRED
PARKING PERIMETER = 1 TREE PER 40' OFFICE : I SPACE PER 250 S.F.
INTERIOR = I TREE PER 10 SPACES WAREHOUSE'.,I SPACE PER EMPLOYEE
PERIMETER: 245' / 40 - I TREES OFFICE- 2,2"15' SF./250 SF. = 10 SPACES
INTERIOR: 13 SPACES / 10 = 2 TREES WAREHOUSE: 2 EMPLOYEES = 2 SPACES
REQUIRED - 9 TREES TOTAL SPACES REQUIRED 12
PROVIDED - 9 T1�E!ES TOTAL SPACES- PROVIDED = 13
OPEN SPACE CALCULATIONS HANDICAP SPACES -REQUIRED = I
HANDICAP SPACES PROVIDED 1
REQUIRED: 2590 = 213,133 S.F. LOADING 5FACF-5
PROPOSED BUILDING - 36,500 S.F. I SPACE PER 40,000 5F. REQUIRED
PAVEMENT 4 GRAVEL AREA = 49,515 SF. 36,500 SFJ40,000 S.F. = I SPACE
TOTAL - W015 S.F. LOADING SPACES PROVIDED = S
116,53111 - W015 = 30, 516.11 SF. OPEN SPACE PROVIDED
30, 516.11 / 116,531.'11 = 26.2%
-NO ENVIRONMENTAL FEATURES ON THIS SITE
F.A.R. CALCULATIONS
*PREVIOUS APPROVED PLAN 020-W
REQUIRED: 1.0
PROPOSED BUILDING = 3b,500 SF..
36,500 / 116,531.11 = 031 F.A.R.
TRIP CL'NEMTION DATA
f CLASS- I USE r I r TRIP RAT,; USK I VPD
V , ° \-/
MARK D. S NTH
No, 022837
�4a IONAL
SHEET 1
SST 2
PROFESSIONAL SEAL & SIGNATURE
SHEET 3
SST 4
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
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Project Name-
TOAST AND ASSOC., LTD. BLDG.- #5
Owner: Address, Including Zip Code & Telephone No.
360-2 MCGHEE RD.
TOAN AND ASSOCIATES WINCHESTER, VA 065-0693 22603
Developer: �i 1,7 IW Address, Including Zip Cud-e & Telephone No.
SAME AS ABOVE
�EPT.OF PIRNf�I�G!DE�ELOP,.._',
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
GREENWAY ENGINEERING WINCHESTER, VA 22602
(540) 662-4185
APPROVAIL,
FREDERICK COUNTY ZONING
ADMINISTRATOR
DATE
DATE1 01/14/02
SCALE, N/A
DESIGNED BY:
AS
JOB NO. 2146
• S1TE PLAN VALID
FOR (5) FIVE YEARS FROM DATE OF APPROVAL
SHEET 1 OF 04
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LARDS \
T. M. 43-((19))-32
JEFFERY J. t BONNIE J. PAULSON
ZONED- . K-1-
i USE :
` DEED BOOK 913, PAGE 968
Ex MI4 0215
TOP = �129.50'
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tO0 414 t ASSOCIATES, LTD PARTNERSHIP
ZONEi? . M--1
1 USE .
1 \ DEED BOOK 151, PAGE 591
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M. 43=f 1-2'
__.._ LE�NOIR CITY CQMPANY
ZONED : N1-1 i / /l / ; f / / r f/ �' '. �.- r "� ._ PROP. 20' lU/L ' — -+E -124. —
i USE . VACANT + / / ! I J f I / / , ! APPROX. END EASEMENT ,-EX,, 2" C-OFFER LINE
DEE6 BOOK 601, PAGE 255 ( 1 / 1 / \ 1 1 ( a1= EX (1J/L
Ex, WATER METER
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AE�R_ QTY, BOTH NAME CX:)�k "-T SlZE (Mf4J SPACW-:p C,04T.
0 RM 9 Acer rubrum Red Maple 2" CAL, AS SHOUJN 545
_6' 21-B BASE STONE
5.
PAVEMENT
(NOT TO SCALE)
T. M. 43-IS-31
THE -NATIONAL WfL0L1FE-FET ^P.A.T1or+
ZONED: M-1
USE : MANUFACTURING
DEED BOOK 194, PAGE 103
NOTE:
1. ALL UTILITIES TO BE LOCATED UNDERGROUND
2. LACAT1CXt OF PROPOSER ELECTRIC -
SERVICE TO THIS SITE NOT DETERMINED AT THIS TIME
20 10 0 20
Sr -,ALE- L" = 20'
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MARK D. SMITH 9
No.022837
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AliIGNAL
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DATE: 01/14/02 1
40 [SCALE: 1" = 20'
DESIGNED BY. AS
FILE NO. 2146
SHEET 02 OF 04-
x
STONE CONSTRUCTION ENTRANCE CONSTRUCTION OF _A SILT FENCE Z
(WITH WIRE SUPPORT) SILT FENCE CULVERT INLET
1. SET POSTS AND EXCAVATE A 4LINE 2. STAPLE WIRE FENCING TO THE POSTS. TOE REQUIREMENTS UIREMENTS FOR �p G W 7o'aay. TRENCH UPSLOPE ALONG THE LINE PR 0 TE C TION
PAVE7kENi OF POSTS. BANK STABILIZATION 130 •�� `- -•-�._ �... - 130 LL!
ENDN1ALL PROP. GRADE Z
(OPTIONAL) FILTER CLOTH UNDERLINER (PREFERRED)
hTLTER f - AMI. OaD(aviABLE sow
CLOtH-6A
SIDE ELEVATION
CULVERT_._... ,.
IIII -- T �l1 IIII TOE OF FILL 128 120 130 _>C 130
EXJSTMC (Yt01AY (, _ .
LU70' W.
e IIiISFaeeCK i0' ,law. ' FILTER CLOTH T it �� CD to
�-� 3�o MIN.
roPROK+U - 6.-9» 361, MIN. C\1 CO
00
MIN.
12' W. " /0' saws EXISTING FLOW III III ° T Q q . C\1 It
PAt£MENr 4" 12 ro 7 2 ro 12 & - _ 125 tl- �0 cs,
LINE Z Lo
10)
o
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE '~
YDOT It I _POSfMr oR4aa4GE 0' aayv. TOE OF FILL
COURSE AGGREGATE B rU SIDA&W FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. ° " i � � ..\
MWPJWG MICE
Z l x
• AN)Sr Case FULL M 07H I SILT FENCE ° ° ' DISTANCE IS 6' MINIMUM IF FLOW FILTER CLOTH i/1` r'� ` �•+ t� O
OF iNGRES5 AM EGRESS L
IS TOWARD EMBANKMENT J
OPOU� PLAN VIEW W Ae to
Flaw GRANULAR FILTER 124 124 126 12�0 W
12' Uw. �-
to
J II IIII OPTIONAL STONE COMBINATION � � d w �
Jill J9 w o W
«► Z Z O W t.
_ = w W L� Z Z rn v) m
FILTER aoTrr FLO11r - 1.0' 1.s' T ~r w (!� N O
- I 122 (fl 122 124 X 124 (U 0
SECTION A -A � - �----� � ,.. , 1L ai ~ Q� w _ w
• - r -
III -III „ ►� w\ �
CL
(L - -
' EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FLOW y' T W w -1 �Q M It 0 N lXi 1L
_ . �•- 2.5' MIN. R -1 X \ 11 n n W in
t • w. FILTER FABRIC i , 0 . tt W t t A;7EL
Wz 0 M- W 0
RENArOFCl'D CONCRETE DRAIV SPACE ;• •"
III WI� I VDOT j3, #357, 15, 156 OR #57 COARSE AGGREGATE CLASS I RIPRAP
TO REPLACE SILT FENCE N " HORSESHOE " WHEN (n
SECTION B - B - HIGH VELOCITY OF FLOW IS EXPECTED COARSE AGGREGATE - 0 400 0 +2 0 0 4.40 0400 0 +Sirs 1 +00 0 +00 0 +2 (0 0 +40 Z W
MIN. THICKNESS = 6`
SGY/Rf�' AL 07D from 198J ftknd Storxkrds to _W erosive and Sed%ment CaobO4 and Yo. DSMC' Pbte J02-1 SOURCE: A-dapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 _ 11 11 w
s>�,00atVita► SOURCE: AWIPTED from VDOT Standard SlMeis and Va. DSWC PLATE. 3.08-1 SOURCE: Adapted from VDOT Drainage Manual PLATE. 3.19-1 5GALE: 1 20 NORIZ. PfROP. W,4TER LINE PROFILE PROP. WATER LINE PROFILE B o
1"=2' VEF2T, Z N O U LU
O Z U Z -I
w � � Q O
a� Q
xp(Striet approach soma CG-11 /��
(radw b be as • A surfacing w makdne U
sMwr on plans) MM '-1 mO�Ox (Rosa. b w pas lane)
shown an plans) 1L (- i' l(L/ (�/
L j.fbdw binodbn j2` WW Wt Hi
1fL W
STD CG-11 curb arG gultw WI11 a I 0- w101L 0- lL IL
(S'd CG-6) I I
�• SaEWMx ® I I * '
6" Optlonol nw une 6` Cur.. A3
Expansion J&*
A.J -I SECTION C-C (� 1� .+
Now. WMth 'W r-O' « as Mak,ane roadway m v
N N N N
�" on tYP'oa' �'a^• PLAN VIEW
G-6
NOTES: TH OF
I. THIS ITEM NAY BE PRECAST OR CAST IN PLACE.
10 pva0osc Curve 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. O
fdgs or shoulder M Construct Craft chongp with a parabolic curve. 4000 PSI IF PRECAST. rr
« apof sh no. un. ex M. _ 3. COMBINATION CURB a: GUTTER HAVING A RADIUS
S" ® p when Std. cc-w1�1 I. �for � qss box OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL �
Maws none ay ��YO0ti011f BE PAD FOR AS RADIAL COMBNATION URB do
4 01onq'e ® ° XXM M:'R "i 4. FOR WITH STABILIZED OPEN -GRADED ER,�' MARK ITH
AO' Mn. ter street Cmresdbn I staDNzaaon required for moin m DRAINAGE LAYER, THE BOTTOM OF THE CURB '"�
a0' o..►eel. f« � Fstr. vM)cn than be amitNd m �D H SLOPE STRU PARELLEL � //'N 0 , 0 /2� 2 8 3 7
OF SUBBASE COURSES
V urn. SECTION A - A AND TO THE DEPTH OF THE PAVEMENT. Or�� U 2 (� (/ ` ..W g curb i oo act
be an orb (/ V
arw gutter R/ not tx. owWucied
bsyerrd the I/w Ors esoept r« 4' 2'R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
Guidelines for Grade Change D replsasone^t purposes. IS 40 MPH OR LESS ON RURAL H04WAYS AND ST �'�♦a
9 45 MPH OR LESS N DEVELOPED URBAN AND 101ttAT
When used in c nns�s^ with starWard SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE lY L
Era- Vol- Desirable Maximum 00-3 « I. I. the curb toed on this EXCEEDED STANDARD CG-7 IS REWIRED.
StarrdaN I. I. W ad)udW b match ar ►
High (more than 1500 VPD) 0 % 3 % mountable curbSes Standard CC-12 oonllguratbn.
Msd- •500-1500 VPD) ! 3 % 8 X to be used with this Standard.or Curb ' "p fig^ ►.,
Low (Wes than 500 VPD) < 6 % a >< ® Whist
the
nngg�arsrtr of aM�i' pai.a ---.dateheaq ' ► . • • .
muck trallic o-Iderati- Mould he ghan b Q ►
mareosing the depth of adjacent proposed ► • • :0. ► . �' D• T�
eidwdk to 7 k,d-- . . e .
A Optional nowline may be used f« entrances LO
► ► p ► e
i. out sectkme. : C .. D . ►.
s ►
�4m'novoine of gutter b p We e worping of rater. . . p • . .
The 60ttom of the curb
SPECIFICATION gutteroNI to be lope of add
PEFQ?ENCF METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS z'-°• rwnirnu ne .of i
6. subbase courses provided a
AND COMMERCIAL ENTRANCES mnimum depth of 7• is
502 mairaained.
VRGW DEPMtkOa OF TRANSPOMITIM 203.L)4 This ores moy be concrete Q
mz �
IN�
trench width W E -I
as required �4
1�
\ 6" dia. schedule 40 steel � (►�' ~
:• '• pipe filled with concrete
METER BOX and COVER and painted yellow
eneral backfill t�
erlerat backfill see note) •A» »A, 4`• 9 trench 6" minimum+ 7' ✓'
see note mlmmum + . 2, NI ,e
I��� METER SIZE METER BOX METER BOX COVER ''.
COMBINATION 6 CURB & GUTTER � � E-N
F-4
,ix• machine excavation limit
Non Traffic M32C-PW
Mm
105 �y
- E""I
form board ::: b >:>:>: 5 8"x 4" � 4 18 in. Dia. efi+S+t+y 3 3 D a. 502 Fs -I s / / /
VIR INIA DEPARTMENT F TRANSPORTATION
w
O.D. D.
\ G DE E O
<�..:>:,,>s:,:•: Traffic '
>,.:, :..�:.,,�x:,: A32HH T
2D1.o3 E-+
8 8 8 8 - 1'-6` `'': I--t � W�
1 '
:=- ' �1
Non -Tr ffi - -
8 dia.
a c MC 30 (Frame) WITH
e W RML-1 T (T
op Lid W
( P
concrete E"I 1" 24 in.�f
nutN
Dias�4 �y 0
concrete
Tr ffi - H-�t a c MC 3 (Frame) F•I-f 0 th e WITH RM -1 -T T i L 2 o Ld
cG-1 ( ) encasement n 2A
I backfill (Top e case e t
f' 4" select bac 4" t backfill 2 2 select
;•:
3'
E "L
U
n
/ I�
see ate N
see note `C' 0 I -+--I
( ) ( ) WHERE STD. CG 3 OR
W
-7
s• -
CG IS USED
Y
rr
h franc bottom : fx: 'lP
con
crete c ate - -
e valve 8' 0` 4' 0" gat � gate valve �,c •> Q
n' u disturbed earth scone bedding treated 2'x 4` with O
& boxes k box r9 thrust block � ®" di
O.D. 6" O.D. 6" top 6" pointed ue BOLLARD DETAIL 4' s' s70. arc-z s 1z a MAX. 48:1 MAX. �L
1/2 O.D. TYPICAL SECTION a OG- �� OR 6
TEE, WYE, OR PLUG meter cover 8' ' 20:1 W t�
lo lieu of wood Taming the fitting may be wrapped with •denotes hood excavation set 2" above 3.
00thyylIere, and the concrete poured to completely surround 'D" = 12" min. for 10' and smaller pipe fin. grade prior 5 MN 10:1 MAX W
6" 6" the fitCR9 and against undisturbed soil. The bearing dimensions b" = 18" min. for 12" thru 20' pipe varies as required to sodding 18 10:1 MAX • SECTION A -A Q
against undisturbed soil shall remain as shown. see chart below for A, B. C dimensions. a W
stone stone 1 direction of setting to be approved prior to installation A / 5 DOWELS, 5' LONG
e6" minimum CO oration 5'-0' -0. 5'-0" MIN SLOPE 10 1 C-C PERMISSIBLE W (Y
CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS CONSTRUCTION JOINT Qr40
STANDARD CONCRETE ARCH Pi Plugs, •1 stop 3" stone bein titer by F.C.S. PERMISSIBLE MAXIMUM W ppe W de 11 1/Ir 22 1/7 45 91Y ,p surrounding'" b0 g meter box CONSTRUCTION JOINT F D F�1
a,Z!
A B C A B C A B C as re uired concrete pod 1'-6" sq. x 6" deep O
an Ie check valve B B SECTION B-B
6 1 -0 0 -9 1 -0 0 -9 0 -9 0 -9 1 -3 0 -9 1 -9 ' r '" '' '`f'"="'' 1 " 36" min �r ? L -I
general backfill eneral backfill t ` ";;. wit drain valve E~
r
a'
8 1-3 0 -9 1 -3 - 1- 2 -3
see note) see note0 9 0 -9 0 -9 6 0 -9 " 4 ' B" min. an le oke II � " 6'
Y
10 1-6 D -9 1'-6' 1 -0 0 -9 1 -3 1 -9 0 -9 2'-6' ball valve LJ 1 LIMITS of EXPOSED AGGREGATE SIDEWALK Z W
12 i-9 1 0 6 1-3 1 1- - - -
2 min. - 6" max.
2 -0 6 2 0 1 0 3 0
........................ .
..................... ...
1
L
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1
- K
ACCESSIBLE ROUTE S DEFIED AS A CO
NTINUOUS
4 - - - - e co er 1 2 0 -0 1 1-0 3 1 -0 1 2 6 1 0 4 3 6 0 tYP
P
P
1r
U STABLE FIRM P ANT
ma`s`"%: NOBSTRUCIED AND SUP RESISTANT
:#i:;O.D..:i.;.::..:: tuning, co
ntinuous 16 2 3 1-0 3 -6 i -6 1-0 2 -0 2 -9 1 -0 4 -6 9•
r.
_ >:.<.s. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
a
8" 8' with TAN T P N 8' tout 'oint fr m GEN LA
8' - - -
s o A
- - - - - - F T AN 18 2 6 FACILITY THAT CAN BE APPROACHED ENTERED D
1 3 9 1 4 3 6 1 3 2 0 3 0 1 9 3 f 2 t.
in JJ P WITH ma f0 meter r USED BY PERSONS MOBNJTY IMPAIRMENTS.
' 2 9 t
e e 4" store
1 4 0 9 20 6 6 2 0 3 3 1 5 0 6 water main
6 stone b in add
9
24" select backfill 24" select backfill � screw type
(see note) (see note) METER SETTING PARTS adjustable
11 1/4' THRU 90' BENDS line meter an le yoke angle check expansion valve box NOS:
r'•''` size size yoke 12 valve valve wheel stone stone a ve minimum a THIS DESIGN To USED FOR CONSTRUCTION THAT NCORPOPATEs WIDER SIDEWALK. LANDING (48• WIDE)
r curb k utter of 6" above top of base CROSSWALK extasseauc REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 IT. FOR
stone 1" 5 8 x3 4 Y502 BA94-224W HHCA91-323-TV EC-23 9 locator marker
Street
6" O D. 6" ,. <>;<. v>,,,r „ gdv. fl rods over fittings and / / do C84-34 •,•, rr •fit; stone URB ALTERATIONS.
FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL
is s:.vga,>. „is .<>3ss ss, ,;, embedded in concrete thrust blocks. '•••
1/2 O.D. h'4hS<.rS•,<,s<¢ S!F. +fie Nff • Y� fr 1" 3 4" Y BA91-323W HHCA91-323-N 8 DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RNAP FLOOR MAY BE
}1 I' '> 503 EC-23 8
v: r�•��•Y�:.rs vfr I t.. '.r,.r .ssf�s�,.>•� � ifr..:: /
:r•• ,.,,nth 3' me OIU S PRECAST OR CAST IN PLACE. THE DETECTABLE WARNING SFWl 8E PROVIDED BY AN EXPOSED AGGREGATE
.•+f,�ssfx�:•y;�+f, ,,sf 'ff.: f>f> tie• )
. Ares ::;t<,.. do 4
9 9
... •� >s).. s C8 34 do C84 4
..... .., , ;r•�;•r•�•�•t.�.........:. s. ,., ruot:rsfss.: 3
- :>:>! •:; ,e;,, ,n ,<,sn>. FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1.
Y 4 BA94 444W PI RAMP MAY Y wrrH .� ,. SO SLOPING STIES OF CURB BE POURED MONOLITHICALLY RAMP FLOOR OR BY USING
HH 4 444 N CA9 4 >R <s<
r' •tf A
NG SIZE ROD SIZE EC �
O •,r FITTI E RODS cRassruuc
Ann N0. ::•<� r Etd9E4tlF.tll Y ro Y O 1.. 3• O
.aa. Ni WITH PERMISSIBLE CONSTRUCTION JOINT REQUIRED BARS.
,s, AaA'.
6" P.s. M
r-
12' 1 R LESS 6 2 30" rn
If RAMP PRECAST HOLES MUST RE FRONDED FOR T s.». > FLOOR 6 DOWEL BARS SD THAT Al?101NNG FLARED
.�•�:•: back of..
concrete concrete >.. >.`. >z> 14' - 20' 8 2 36' TYPICAL PLACEMENT PICAL PLAC MENT
INSTALLATION N SIDES CAN R CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL
NOTES: sidewalk •>* �,'
<�` �'' � AT INTERSECTION
f.011L'rf!te
AT INTERSECTION BE CLASS A-4.
WITHINCROSSWALK
in .,� REQUIRED BARS ARE TO BE N0. s x 8" PLACED 1' CENTER TO CENTER ALONG BOTH OF THE RAMP
1. Ex location
OIA SIDES E
Exact ocaton f meter
o ate box assembly ': �:� �: .:.• ...
seed b .1"
WITHIN CROSSWALK
Y
FLOOR MID -DEPTH OF RAMP FLUB. MINIMUM CONCRETE COMER 1 1 2".
WITH BUFFER STRIP /
CONCRETE ENCASEMENT to be approved prior to installation.
CONCRETE CRADLE --- - PP P CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT llrar PRICES FOR HYDRAULIC CEMENT
Fdting ;; .�tiy,,.
mechanical joint
2. Water service r � � 1 CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PACE
ANDS sae 11- - e crossing street shall be type:::: %;'i;::•;^
Y r..;w swivel tee with CURB/CURB AND GUTTER SLOPE TRNRSITK)NS ADJA6ENr TO THE CURB RAMPS ARE INCLUDED IN PAYMENT DATE: 01 14 02
stone bedding 6" 1.3 encased in 3" dia. SCH40 PVC or M ; copper z ~• 6" branch FOR CURB/CURB AND GUTTER.
8' - - 1.1 2.3 SDR21piping.The I in shall run from : • WHEN USED IN CONJUNCnON WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS
piping g v - • v TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB Alit CONFIGURATION.
NOTE: To be compacted to 95% of ASTM D698 maximum density. 10' - - 1.8 3.7 one foot beyond sidewalk, across the N CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
:'�:`�` ':�`r? THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE® WITHIN THE RIGHT OF SCALE: N/A
THRUST BLOCKS FOR VERTICAL 12' - 1.2 2.8 5.5 street, to one foot beyond sidewalk. WAY OF A HIGHWAY FACIUTY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING.
I!P S!!u! BE - 14` 0.5 1.7 3.9 ',.6 1" X 1" TEE /T444-444
AS TOR HORIZONTAL BENDS. ` ) PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS
16' 1.4 3.2 5.1 - DUAL METER INSTALLATION FIRE HYDRANT ASSEMBLY DIAGONAL VARIATION EXIS INGLLIIGHT PCTED ROLES, FIRE HYDRANTS, DROP INLETTHE ENGINEER, AND SHOULD S. ETC. BE °WILL/Lt�ALSO AFFECT PD BEHIND �LACEMEENT. STOP LINES.
TRENCH & BEDDING 18' 1.4 3.z 6.3 -
Figure 1 20' 2.2 4.5 7.8 -
Figure 9 DESIGNED BY: AS
CONCRETE THRUST BLOCKING 5/8"x3/4", 3/4" & 1" METER INSTALLATION PERPENDICULAR CURB RAMP
Figure 2 Figure 5 (ACCESS FOR MOBILITY IMPAIRMENTS) 10 FILE NO. 214E
203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION
is SHEET 03 OF 04
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NOTES:
I. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND.
2. PRIOR TO COMMENCING 51TE WORK, A LAND DISTURBANCE
PERMIT SHALL BE OBTAINED FROM THE FREDERICK COUNTY
PUBLIC WORKS DEPARTMENT BY THE CONTRACTOR
3. PER CHAPTER 17 OF BOCA, CONTRACTOR SHALL APPLY FOR SPECIAL
INSPECTION OF FILL AREAS.
I i
'41
i i tea„ ;� _.._.-�\'\3--._ --�. _ ._..___._�
RE5PON51BLE LAND D15TURBER
NAME:
CERTIFICATION
DATE:
THE RE5PON51BLE LAND D15TURBER I
15 THE PARTY RE5PON51BLE FOR
GARBING OUT THE LAND D15TURBIN6
ACTIVITY A5 5ET FORTH IN THE PLANS.
SEEDINCx SCHEDULE
I. TOP501L WILL BE SPREAD AT A MINIMUM DEPTH OF 4"
2. PULVERIZED AGRICULTURAL LIME5TONE WILL BE INCORPORATED INTO THE SOIL AT A RATE
OF 92 Ibs. PER 1000 sf (2 TONS PER ACRE).
3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 Ibs. PER 1000 sF (1000 Ibs. PER ACRE).
4. PERMANENT SEED MIX WILL CON515T OF 61% KENTUCKY 31 TALL FE5CUE AND 33% RED
CLOVER
CRAP "
DRAINAGE
AREA
STORAGE
STORAGE REQUIRED
STORAGE PROVIDED
HEIGHT
WET
STORAGE
DEPTH
WET
STORAGE
DIMENSION
WEIR
LENGTH
TOP
WIDTH
HEIGHT
BERM
CREST OF
WEIR
WET
DRY
WET
DRY
CU. YDS.
CU. YDS.
CU. YDS.
CU. YDS.
1
0.61
55
55
55
267
2'
3'
30'x20'
51
2.5'
3'
52-1.0
5. TEMPORARY SEED MIX WILL CON515T OF OATS, ABRUZZI RYE OR EQUIVALENT.
6. 5TRAW MULCH WILL BE APPLIED TO ALL SEEDED AREAS AT A RATE OF 3500 Ibs. PER \
ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED A5PHALT APPLIED AT A RATE OF 200 l ' �'-
GALLONS PER ACRE._._..._.__ __.
201
Lp
I NCLG J.J1-11
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
'QUICK REFERENCE FOR ALL REGIONS'
Rate
Planting Dates Species (Lbs./acre)
Sept. I - Feb. 15 50/50 MIX of
Annual Ryegrass
(Lollum multi-florum)
& 50 - 100
Cereal (Winter) Rye
(Seca, cereale)
Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100
(Lolilum multi-florum)
May I - Aug. 31 German Millet 50
(Setaria Italica)
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipocker seeder or hydroseeder. Small grains shall be
planted no more than one Inch deep. Grasses and legumes
shall be planted with no less than 1/4' soli cover.
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residentlal
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrass ■
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (9) varieties of
bluegrass from approved list for use In
Virginia. 125 lbs.
General Slope (3d or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
150 Lbs
Low -Maintenance Slope (Steeper than 30
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
- Crownvetch ***
20 lbs.
150 Lbs
* Perennial Ryegrass will germinate faster and
at lower soil
temperatures than fescue, thereby providing cover
and erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with
seeding dates as
stated below,
March, April through May 15th
Annual Rye
May 16th through August 15th
Foxtall Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
*** If Flatpea is used, Increase to 30 lbs./acre. All legume seed
must be properly Inoculated. Weeping Lovegrass
may also be
Included In any slope or low-mointance mixtures
during warmer
seeding periodsi add 10-20 lbs/acre In mixes.
ERO51ON/5EDIMENT CONTROL LEGEND
NO, KEY
SYMBOL
302 CE
3fdl IP
3.18
3.13 ST
DESCRIPTION
TEMPORARY CsRAVEL CONSTRUCTION
ENTRANCE WITH WASH RACK
SILT FENCE
STORM DRAIN INLET PROTECTION
OUTLET PROTECTION
TEMPORARY SEDIMENT TRAP
CHECK DAMS
Q10=12.25 CF5
MINIMUM DEPTH = fo"
BASE = 5.0'
BANKS ■ 2:1
SLOPE = 2%
VELOCITY - 3.96 FTJSEC.
GRASS LINING
2\ w MINT�2
I
5'
DITCH SECTION
(N.T.S.)
20 10 0 20 40
SGALE: I" = 20'
PIPE OUTLET CONDITIONS
A A
IIPE OUTLET TO FLAT
REA WITH NO DEF M
HANNEL
� L8
0 R
d
SECTION A -A FILTER CU)TR KffT IN a•-9•. Racom maD PoR Em PERnwrn
I
3do (MIN.)
V ♦������,�PIPE
OUTLET TO WELL
A:
PLAN VIEW � 4 ����i��••,`,V
1 I w Ji
Imo• ���� i��� ���� ���� ���� ���./..=1��I
��:•�_N.d�.d �ia���•1 �ir�Ia��
NOTES: 1 1 1GROUTED RIPRAP, 1
BASKET,OR CONCRETE.
ITHE LENGTH OF THEI' " '' 1 CALCULATED
USING r 1
1 I M THE• MAXIKUH STONEDIAIIIIETER,1
LESS THAN 6 INCHES.
Source:DSWC
Plate 3.18-1
3.20-1
ROCK CHECK DAM
A
S-
TEMPORARY SEDIMENT TRAP
,' -F
ORIGINAL
GROUM
•SEE P"R 3.13-1
67 CU. YD./ACRE
�J Wa18IE
67 CU. YD./ACRE \ \
(IXCAVAIED) 4' WJ(.
R7ER CLOTH GROUND
10
EtEv.
C AM AGGRE"It CLASS I W~
CROSS SECTION OF OUTLET
CLASS I RPRM 8'% NDPIWIMGE IAEA
(RV AcJ
°NE°N
DKE
AGGREGOITE
ARE
E%A AREAIED / / / RL7ER
J-COARSE AGGREGATE SMALL BE VOOT /3, /3S7 OR /5
OUTLET (PERSPECTIVE VIEW)
SOURCE: VA. DSWC PLATE. 3.13-2
MINIMUM TOP WIDTH (W)
REQUIRED FOR SEDIMENT
TRAP EMBANKMENTS
ACCORDING TO HEIGHT OF
EMBANKMENT (FEET)
tL HO W
1.5 0.5 2.0
2.0 1.0 2.0
2.5 1.5 2.5
3.0 2.0 2.5
,y 3.5 2.5 3.0
NO H 4.0 3.0 3.0
4.5 3.5 4.0
5.0 4.0 4.5
^^r IXCAVATED AREA
KW. DEPTH - 4'
ORIGINAL
GROUND
ELEV.
SOURCE: VA. DSWC PLATE. 3.13-1
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MARK D, SMITH 9
No,022837
4'
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DATE: 01/14/02
SCALE: 1" = 20'
DESIGNED BY: AS
FILE NO. 2146
SHEET 04 OF 04