HomeMy WebLinkAbout53-00 Independent Order of Odd Fellows - Madison Lodge No. 6 - Stonewall - Backfile (2)Q
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GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP C3
EXISTING INTERMEDIATE CONTOUP SCALE 1"= 2000'
1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR JJO LU
County construction standards and specifications and/or current VDOT standards and specificatio.i:s. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
UJ
and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 I 4r �. I< Po; I<� ® CD o
2. Measures to control erosion and siltation, includingdetention ponds serving as silt basins during construction, EX E/P <'' j o
P g g applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT ---- --- - -- --- ' �` %� � LU w
must be provided prior to issuance of the site development permit. The approval of these plan _ in no way plans, the most stringent shall govern. PROP E/P
sYN ��'s �' j f o
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and ,ediment PROPOSED EDGE OF PAVEMENT \,�i '°�h� kr '% z
EX C&G
Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Trai:. ortation Safety &Health Administration and VOSH Rules & Regulations. I C-)
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p g g P P PROP C&G J:. oLU
(VDOT) and Frederick County prior to construction in existing State right-of-way. - PROPOSED CURB AND GUTTER !.`r. , %/ / �, W ,o
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V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, , „ / �' I LCO
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such per°mit is CG-6 0 CG-6R j '7 ..��>>�,- _.« e p { , �
shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R - �!y
required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT'sCQ
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection �:vell be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE-----3-------- --- Y �` �` I '� °p
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE -------------'►--------- it ,,' cr I rn
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(VDOT) to determine if and where guard rail and/or 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 SEVER - t�-- M
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP 15 RCP __._...._..._.___.__-_____..._..._.___._...__.____�__�_�.._�_.___.._.�..__- UJ �0 � G
6. Ana roved set of plans and all applicable permits must be available at the construction site. also, a V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEINER - L �
PP P PP P land use permits: for any work on VDOT right-of-way.
representative of the developer must be available at all times. EXISTING SANITARY SEWER - `° Q)
V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER PROJECT INFORMATION ♦� Ln �,
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Unif;)-m Traffic V
Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the POSTING ELECTRIC SERVICE - ----
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE i" 0-
SITE LOCATION MARTINSBURG PIKE - US RTE. 11
embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for Q) o
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR va'.ies less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE------c� - -- NEW STREET ADDRES;_ 3180 MARTINSBURG PIKE
than 6 will require revised pavement section prepared b Greenwa Engineering and approved by the owner. inspection. WINCHESTER, VA 22601
q P P P Y Y g g PP PROPOSED GAS LINE PARCEL IDENTIFICATION ,NC�_ TAX MAP 44-((A)))-83A �T�v��B� w co
i0. 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 LOT AREr't_� 5.0000 ACRES ✓ �
on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE
P q P in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE DISTURBED AREr'., ^ 0.39 ACRES
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 CURRENT ZONIN(.;_ RA /
be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCE LINE �'� = - __ - _. _�..._ ��'�__._ CURRENT US'':= VACANT/ AGRICULTURAL
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE PP PROPOSED US': LODGE
one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during a
P P and at the end of construction. EXISTING TELEPHONE POLE TI' BUILDING HEiGi.,:T_ MAXIMUM ALLOWED = 35 PROPOSED = N/A,
-'-
and The contractor shall provide adequate means of cleaning mud from trucks and/or other equipm.3-at prior to
-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 -9----®--r�-�
whatever measures are necessary to insure that the streets are maintained in a clean, mud arc' dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE IF T �
SETBACKS - BUILDING: FRONT & FROM RIGHT-OF-WAY = 80'
condition at all times. z
���"" SIDE &REAR = 50';100 FROM AGRICULTURAL USE o
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary Vl 1. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT D�J FH
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 w I
vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE
sheets, and connections to existing lines.
/ [ 1S
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�I
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill` `
P P EXISTING REDUCER
F.A.R. CALCULATIONS ..�-•-- ��� ,r • �
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER IrLOT AREA = 217 800 S.F.
contractors responsibility to verify the exact horizontal and vertical location of all :sxisting utilities as needed
V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN BUILDING. = 2,800 S.F. (7
prior to construction. The contractor shall inform the engineer of any conflicts arising from :pis existing
utility verification and the proposed construction.
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width VEHICLES PER DAY COUNT 100 2,800 S.F. / 217,800 = 0.0128 < 1.0
•
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests f/ �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 PROPOSED STREET NAME SIGN 4- 2 -7
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 PARKING CALCULATIONS � U ' _-
final VDOT approval. PROPOSED SANITARY LATERAL CLEANOUT �,� ® �a� g w
18. When grading is proposed within easements of utilities, letters of permission from all involved c,arnpanies RED(. UDR[ D Sa c 41 //��`-d ♦-
SANITARY MANHOLE IDENTIFIER 12 p -� o
must be provided to Frederick County prior to issuance of grading and/or site development permits. 1 SPACE PER6�250 S.F. �� 1 � �
V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans I'/ �-�`
1512 c�. � 6 SPACES - ��'11 �
and further where determined necessary by VDOT Inspector. p r °v
19. The developer will be responsible for the relocation of any utilities which is required as a result of his STORM DRAIN STRUCTURE IDENTIFIER O RESII� .1`% IAL = 2 SPACES
project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way TOTAL. REQUIRED = 8 SPACES -
shall meek: VDOT minimum design standards and is the developer's responsibility. EASEMENT LINE
20. These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected Lov-
L.
in accordance with state law. In the event grave sites are discovered during construction, the oxrrner and V16. If required by the local VDOT Residency Office, copies of all invoices for material:.: within CENTERLINE 10 SPACES
engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to + 1 HC SPACE
21. The contractor is to verify field conditions prior to and during construction and notify Greenwa 5= Engineering
acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION t2.0 TOTAL. PROVIDED = 11 SPACES '
at (540) 662-4185 immediately of any discrepancies between actual field conditions a,rid the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED SPOT ELEVATION 715 3
P Y Y markings must be installed by the developer or, at VDOT's discretion, by VDOT on. an EXISTING TREE DRIP LINE �- ��• -ti= ^- �^_ LONDITIONS OF C.U.P 12-0:.')
22. Controlled fills shall be com acted to 9590 of maximum densit as determined b method "A" ��:,r standard , � 1//
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis.
professional engineer and results submitted to Frederick County prior to pavement construction. If a 1. ALL REVIEW AGENCY COMH;IENTS SHALL BE COMPLIED WITH AT ALL TIMES. W
V18. Final location of CG-12 Curb Ramps shall be determined b VDOT Inspector.
geotechnical report has been prepared, it should supersede the requirements in this note. P Y P EXISTING TREE < `>'s 15" OAK S 15" PINE
_titer 2. A SITE PLAN, PREPARED 9,Y A CERTIFIED ENGINEER, WILL BE SUBMITTED AND APPROVED BEFORE AN
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating �� OCCUPANCY PERMIT IS I`. ;UED.
or blasting at least two (2) working days, but not more than ten (10) working days, prior to ommencement PROPOSED TREE �Rl RED MAPLE
of excavation or demolition. Names and telephone numbers of the operators of underground utility lines 8 3. THE SIZE OF ANY FUTURI SIGN ON THE LOT SHALL BE LIMITED TO 50 SQUARE FEET.
in Frederick County appear below. These numbers shall also be used to serve in an emergemy condition. HANDICAP RAMP CG-12 ® o E-�
� ) 4. THIS CONDITIONAL USE P RMIT SHALL ONLY APPLY TO THE APPROVED FIVE-ARCE PLAT, WHICH WILL BE U
DENOTES LOCATION OF STD VDOT GIVEN A PROPERTY IDEN ';=ICATION NUMBER WHEN RECORDED.
UTILITY CONTA CTS FIRE MARSHAL'S NOTE STANDARD DRAMP
OR JURISDICTIONAL
UCTI E-
5. ANY EXPANSION OR CHA!:GE OF USE WILL REQUIRE A NEW CONDITIONAL USE PERMIT. U�
PARKING INDICATOR
INDICATES THE NUMBER OF Q Q'i
Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power Fire lane markings and Slgnage: TYPICAL PARIQNG SPACES >
P.O. Box 1877 P.O. Box 1458 E- 0
Winchester, VA. 22604 Hagerstown, ML 21741 Any "No Parking" Signs and yellow painted curb and fire lane
(540) 868-1061 1-800-654-3317 locations to be installed under the direction of the Fire Marshal's Office. W E-
Telephone: Bell -Atlantic Gas: Shenandoah Gs s Co. ® Z
P.O. Box 17398 P.O. Box 2400 U)
Baltimore, MD 21297 Winchester, VA 22604 W U
(301) 954-6282 (540) 869-1111
MISS UTILITY 1-800-257-7777 HANDICAPPED PARKING NOTE (D
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FCSA CONSTRUCTION NOTES r ,
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions. U GY
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SILALL ADDITIONALLY MEET : , �+
ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. T
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INc3PECTOR. SEAL C01/#;.=-R 5 W E E T
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WkTER METERS THROUGH Project Name: ODD'_
2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PI OPERLY ALIGNED WITH TRIP GENERATION DATA
ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE I O T ; 3) THE DISTANCE ELLO ��um
BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMP )NENTS OF THE METER CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD
BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBII ITY TO HAVE THE O�TH OF Pj Owner: Address, Including Zip Code t Telephone No.
METER BOX ASSEMBLY INSTALLED CORRECTLY_
PROFE55IONAL SEAL t SIGNATURE ODDFELLOUJ"3 M AD ISON LODGE *Yo P.O. BOX 1,155
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: �� UIINCHE5TER, VA
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEEF,iNG ASSISTANT. AN RAY TOMSL IN
APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. v MARK D. SMITH (540Xo65-633�
THESE PLANS ARE M CONFORI'1ANCE WITH
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVCES. "b N0.022837 FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code d Telephone No.
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE ?IPING TO THE PROPERTY �O ORDINANCES. ANY DEVIATION OR CHANGE P.O. MAD I5ON LODGE #6 `
LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY ?"TILL INSTALL THE METER. P.O. BOX 1155
IN THESE PLANS SHALL BE APPROVED BY I WINCHESTER, VA >
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. ss10 Al, THE DIRECTOR OF PLANNING PRIOR TO RAY TOMBL''N (540Xo65-633�
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: CONSTRUCTION.
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. Engineer Certirging Plan: Address, Including Zip Code d Telephone No.
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE,", WORK BEGINS); 3) ®,P
MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. GOREENWA! 151 WINDY HILL LANE
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHC:',E. WINCHESTER, VIRGINIA 22602
SHEET INDEX I� I I� E C i � PHONE: (540) 662-4105 05/30/00
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMF: LY, AS REQUIRED,
INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. pp l
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW COVER SHEET 5HEET I OF 3 AIpI I�OVAL SCALE: N/A
ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. SITE PLAN SHEET 2 OF 3
DESIGNED BY:Dq..�--
DETAIL SHEET 3 OF 3
FREDERI;CK COUNTY ZONING ADMINISTRATOR DATE FILE NO. 25131
= SITE PLAN VALII.) FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL SHEET I OF 3
• SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FRED. CO. SANITATION AUTHORITY APPROVAL
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EROSION/SEDIMENT CONTROL LEGEND
NO.
KEY
SYMBOL
DESCRIPTION
3M
O
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
305
O
X— -- X
SILT FENCE
3.01
IP
STORM DRAM INLET PROTECTION
3jM
®
TEMPORARY DIVERSION DIKE
3.10
O
D
TEMPORARY FILL DIVERSION
3.12
�V
..�..��
DIVERSION
3.13
TEMPORARY SEDIMENT TRAP
3.18
O
®
OUTLET PROTECTION
320
CD
—®--®—
CHECK DAMS
333
O
—�SO---
SODDNG
338
O
0-0—0
TREE PROTECTION
LCG
LIMITS OF CLEARING 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
E9LG►D4
STORM 5ENER DESIGN COMPUTATIONS
CULVERT FROM
POINT
TO
POINT
LENGTH
INV.IN INV`.OUT (FT)
SLOPE
(FT/FT)
HEIGHT, B
(IN)
WIDTH, N
(IN) NOT=5
I 5TR I
OUTLET
61-1.80 61-I.50 30.0
0.0100
15
15 GMP
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44-((A))-55
FRANCES 6. MARTIN
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USE: A6RIGULTURE
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624 —
EXTEND EX,j
15" GMP
INV.=622.00
12.5' R
4` +
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44-((A))-83A
5.0 ACRES
ZONE: RA
USE:
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EROSION AND SEDIMENT CONTROL NARRATIVE:
,elfJ ER05ION AND 5EDIMENT CONTROL MEASURES
' UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED
AND MAINTAINED AGGORDING TO THE MINIMUM STANDARDS AND
SPECIFICATIONS OF THE STATE EROSION AND SEDIMENT CONTROL
EX. GRAVEL ENTRANCE TO BE HANDBOOK.
REPLACED WITH ASPHALT PER STRUCTURAL MEASURES
VDOT APPROVAL.
THE CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE AT THE
7 TREMOVE 15" GMP ENTRANCE. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY
FP 61'"`' SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. SILT FENCE SHALL
BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS
12.5' R THE SITE. SEDIMENT BASINS AND ROCK FILL CHECK DAMS SHALL BE
�------------------------------ INSTALLED AS SHOWN ON THE PLANS TO TRAP SEDIMENT.
So' TAPER VE&ETATIVE MEASURES
r PERMANENT OR TEMPORARY 501L STABILIZATION SHALL BE APPLIED TO
DENUDED AREAS WITHIN SEVEN 0) DAYS AFTER FINAL GRADING IS
REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL
N 47°IFaE"34" E 60.16' STABILIZATION SHALL BE APPLIED WITHIN SEVEN 0) DAYS TO DENUDED
AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT
16' 6RAVEL DRIVEWAY' Mee I FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL
Py STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT
f) ® DORMANT FOR MORE THAN SIX (6) MONTHS.
1.04 AG
G=024 TOP501L THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT
FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION
0(10)=1.-71 GFS IMMEDIATELY AFTER GRADING.
�3 \t ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS
\ ARE TO BE MACHINE-GOMPACTED, SEEDED AND MULCHED (HAY MULCH
OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER.
<? r MANAGEMENT 5TRATE61 E5
CONSTRUCTION SHALL BE SEOUENGED SUGH THAT GRADING OPERATIONS
O S WILL BE61N AND END AS OUIGKLY AS POSSIBLE.
7 SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP
i 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
f CONTROL MEASURES.
>�- L.P.-6111 10 AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE
CONTROLS SHALL BE GLEANED 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
--- H.P.=620.50 CONDITIONS. IT IS THE GONTRACTOR'5 RESPONSIBILITY TO PROVIDE
ADDITIONAL MEASURES TO TH05E SHOWN AS NEEDED IN ORDER TO
CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED
-�--PROP. 30' X 15" GMP AGGORDIN6 TO THE STANDARDS IN THE STATE EROSION AND SEDIMENT
CONTROL HANBBOOK.
MA I NTENANGE
{ ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE
SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL
MEASURES ARE TO BE REPA I RED BY THE END OF THE DAY. SEEDED
44-((A))-ci-I AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD
FREDERICK LAND COMPANY L.G. STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS
1 ZONE: EM NEEDED.
J USE: QUARRY
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 15 GLO66ED BY SEDIMENT, IT SHALL BE
k GONG. GAR STOPS o�,��' REMOVED AND GLEANED OR REPLACED.
'sl L 4� PERMANENT 5TA81 L I ZATI ON
ALL AREAS DISTURBED BY GONSTRUGTION SHALL BE STABILIZED WITH
oc(V,Q,/ C) PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING.
P SEDIMENT BASINS AND RIP RAP DAMS SHALL BE GLEANED OUT AND
RE-STABI L I ZED UPON APPROVAL BY THE COUNTY INSPECTOR.
----- 618
SEEDING SCHEDULE
I. TOPSOIL WILL BE SPREAD AT A MINIMUM DEPTH OF 4".
2. PULVERIZED A6RIGULTURAL LIMESTONE WILL BE INCORPORATED INTO THE SOIL
AT A RATE OF c12 Ib5. PER 1000 sf (2 TONS PER ACRE).
3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 I195. OER 1000 5f (1000 Ib5. PER
ACRE).
4. 5EED MIX WILL GON515T OF 61% KENTUCKY 31 TALL FESCUE AND 33% RED
GLOVER.
5. STRAW MULCH WILL BE APPLIED TO ALL SEEDED AREAS AT A RATE OF 5500
lbs. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED
AT A RATE OF 200 GALLONS PER ACRE.
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No.022837
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DATE: 9/26/00 1
SCALE: 1"= 40'
DESIGNED BY: DSF
FILE NO. 2591
SHEET 2 OF 3
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DRIVEWAY SURFACE DETAIL
6" 21A
WELL COMPACTED SUE3G BADE
TYP DITCH SECTION
3\%
MIN. 1% SLOPE
6'-0"
,4
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53°
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SECTION A -A
WPEEL STOP DETAIL
NOT TO SCALE
I6"
2-24"46 REBARS
FOR WHEEL STOP
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
116
FLOW-
���///
4
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
TO STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
FLOW
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
FLOW _
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC
and lfyant
PLATE. 3.05-2 1
STONE CONSTzUCT I ON ENTRANCE
3'
FILTER CLOTH-i 6" MIN. J
A
SIDE ELEVATION
EXISTING 10' MIN.
GROUND
B WASHRACK 10' MIN.
I (OPTIONAL)
12'
POSITIVE DRAINAGE
VDOT 01 COURSE TO SEDIMENT
AGGREGATE B TRAPPING DEVICE
• MUST EXTEND FULL WIDTH OF
INGRESS AND EGRESS OPERATION =N A * i \ l I n 111
FILTER
REINFORCED
ESO-302
12' MIN.
SECTION A -A
=LF15
•.� J
EXISTING
PAVEMENT
MOUNTABLE
BERM (OPTIONAL)
��EXISTIN
PAVEMENT
10, MMIN.
T
SECTION B-B DRAIN SPACE
f 3" MIN.
PIPE OUTLET CONDITIONS
A A
'IPE OUTLET TO FLAT
,REA WITH NO DEFINED
:HANNEL
L a
0 7.
—� d
SECTION A —A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER
` 3d0 (MIN.)
'IPE OUTLET TO WELL
)EFINED CHANNEL
d
SECTION A —A
FILTER CLOTH KEY IN 6"-9'; RECOMMENDED FOR ENTIRE PERIMETER
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
Source: Va. DSWC Plate 3.18-1
SILT FENCE CUL\/ERT INLET
PROTECTION
DISTANCE 19 Fa' MINIMUM W FLOW
IS TOWARD EMSAWI IENT
FLOW
OFT I ON,AL 5TONE COMIS INAT I ON
Imo' Is'
PX
FLOW
VOOT 03, -55T S, 56 OR'S1 COARSE AGGREGATE
TO REPLACE SILT FENCE IN " NOR5E5HOE ' WHEN
HIGH VELOCITY OF ROW IS EXPECTED
5CUZCE= ADAPTED Ran VDOT Standard Sheets and Va. D%r-
ROCK CHECK DAM
1 RIpRAp
2 ACRES OR LESS OF DRAINAGE AREA:
FIL
(OF
VDOT #1
COARSE AGGREGATE
FLOW
Fa
(0I
(DOWNSTREAM VIEW)
PLATE. 3.0a-I
c?I 3'
2-10 ACRES OF DRAINAGE AREA:
VDOT #1
COARSE AGGREGATE
FLOW
SOURCE: VA. DSWC
(DOWNSTREAM VIEW)
2I
3'
CLASS I RIPRAP
PLATE. 3.20-1
63c
C;w.w
620
615
0+00
30
625
(920
(215
610
0+50
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TH OF �r
MARK D. SMITH
No.022837
'O
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DATE: 9/26/00
SCALE: AS SHOWN
DESIGNED BY: DSF
FILE NO. 2591
SHEET 3 OF 3
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GENERAL NOTES VDOT CENERAL NOTES LECEVD VICINITY MAP CC;
SCALE 1"= 2000' Z �
EXISTING INTERMEDIATE CONTOUR---------,_33 �~� O
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 - - -- -- --- --- ----- - 7 W o
Count construction standards and specifications and/or current VDOT standards and specifications. Transportation VDOT Road and Bridge Specifications, and Standards, The Virginia Erosion W
Y P / P P (VDOT) g P g �r/ ��-� � Clearbroc!�: � �ik�
and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 ;i Pr
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 --- -- - EX E/P ---- rn �% .1��
must be provided prior to issuance of the site development permit. The approval of these plans in no way lens the most stringent shall govern. EXISTING EDGE OF PAVEMENT' -�;�>
g g PROP E/P
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment P PROPOSED EDGE OF PAVEMENT j;r1 j
Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EX C&G _�_.. ✓�� �Cv Z
P Y P P EXISTING CURB AND GUTTER______..._._.____�__v._._.___....._.____.�_ � �-� ff� �,� � �` �
Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations.
3. A permit must be obtained from the Office of the Resident Engineer, g p p PROP C&G A W N
(VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER ` ° 0 0
' r
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R l , I � -4 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is ® i /�rf r
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 fla ers must be certified in accordance with VDOT's
gg EXISTING TELEPHONE LINE -.-.-___ _ _ I ,'r' e-�:; :fit. s I q '� W co
1994 (or latest edition of Road & Bridge Specifications, Section 104.04-C. i C
5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held January, ) g pP x ...
PROPOSED TELEPHONE LINE - - %`'
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation '%� Q'
(VDOT) to determine if and where guard rail and/or 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 i Z
be subject to change as deemed necessary b VDOT. EXISTING STORM SEWER __ " ��-r -- - ---
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to 1 g Y Y " -
PROP. 15 RCP _. _ �_ __ _._ __ _ _�__ _ _ a�i Q t`
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. b 00
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER W o "t
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. 0,
representative of the developer must be available at all times. EXISTING SANITARY SEWER �. o N
P P PROd`ECT INFORMATION to �,
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 roadway before placing PROPOSED ELECTRIC SERVICE SITE LOCATION MARTINSBURG PIKE - US RTE. 11
embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for V o
any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE -------- - -o- - - - ------ NEW STREET ADDRESS 3180 MARTINSBURG PIKE 9
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less inspection. WINCHESTER, VA 22601 >
1.4
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE O `° PARCEL IDENTIFICATION N0. TAX MAP 44-((A))-83A w
Go
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 ` __� ___��_ LOT AREA 5.0000 ACRES
on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE
P q P DISTURBED AREA 0.39 ACRES 0
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE .. _. _ ...
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 �. CURRENT ZONING RA �
be minimum 6" diameter and conform to VDOT standard SB-1. FENCE LINE -�-�-- of--R--Y
through construction. CURRENT USE VACANT/ AGRICULTURAL
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE -(D- PP PROPOSED USE LODGE
one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during I ,, BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED N/A cn
and at the end of construction. EXISTING TELEPHONE POLE � � tI
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to T " w
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 �® SETBACKS - BUILDING: FRONT & FROM RIGHT-OF-WAY = 60'
condition at all times. Z
SIDE & REAR = 50 ;100 FROM AGRICULTURAL USE 0 >-
s g appropriate Y company P / Vll. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT FS �n ►-
14. Notification shall be given to the a ro riate utility com an prior to construction of water and/or sanitary
> immediately brought to the attention of the engineer and VDOT. Work shall cease in that
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut w 0
sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE c�
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
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER F.A.R. CALCULATIONS o
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER LOT AREA = 217 800 S.F.
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 �
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN BUILDING. = 2,800 S.F. w
AASHTO T99 Method Awithinli2%f optimum
utility verification and the proposed construction. -, pus or minus omoisture for the full width VEHICLES PER DAY COUNT 100 2,800 S.F. / 217,800 = 0.0128 < 1.0 a
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests 0
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 PROPOSED STREET NAME SIGN a
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 SANITARY LATERAL CLEANOUT PARKING CALCULATIONS o
final VDOT approval. REQUIRED
18. When grading is proposed within easements of utilities, letters of permission from all involved companies Q r�
must be provided to Frederick County prior to issuance of grading and/or site development permits. SANITARY MANHOLE IDENTIFIER 12 1 SPACE PER 250 S.F. o
V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans SPACES 6 '-
and further where determined necessary by VDOT Inspector. 1512 S.F. = 6 O RESIDENTIAL 2 SPACES
19. The developer will be responsible for the relocation of any utilities which is required as a result of his STORM DRAIN STRUCTURE IDENTIFIER 6
The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way
project. P TOTAL REQUIRED = 8 SPACES
shall meet VDOT minimum design standards and is the developer's responsibility. EASEMENT LINE
20. These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected PROVIDED
in accordance with state law. In. the event grave sites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within CENTERLINE 10 SPACES
engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to 1 0 + 1 HC SPACE
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION TOTAL PROVIDED = 11 SPACES
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 PROPOSED SPOT ELEVATION 715 3
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 EXISTING TREE DRIP LINE CONDITIONS OF C.U.P #12-00
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis.
professional engineer and results submitted to Frederick County prior to pavement construction. If a � fr� �'� 1. ALL REVIEW AGENCY COMMENTS SHALL BE COMPLIED WITH AT ALL TIMES.
V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. E
UJ
geotechnical report has been prepared, it should supersede the requirements in this note. EXISTING TREE % r}' 15" OAK 15" PINE i�
2. A SITE PLAN, PREPARED BY A CERTIFIED ENGINEER, WILL BE SUBMITTED AND APPROVED BEFORE AN
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating �^ OCCUPANCY PERMIT IS ISSUED.
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement PROPOSED TREE �R7�� RED MAPLE
of excavation or demolition. Names and telephone numbers of the operators of underground utility lines 3. THE SIZE OF ANY FUTURE SIGN ON THE LOT SHALL BE LIMITED TO 50 SQUARE FEET.
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
HANDICAP RAMP (CG-12) ® 4. THIS CONDITIONAL USE PERMIT SHALL ONLY APPLY TO THE APPROVED FIVE-ARCE PLAT, WHICH WILL BE
DENOTES LOCATION OF STD VDOT GIVEN A PROPERTY IDENTIFICATION NUMBER WHEN RECORDED.
UTILITY CONTACTS FIRE MARSHAL'S NOTE STAND AND/OR JURISDICTIONAL �
STANDARD RAMP CONSTRUC?rION
PARKING INDICATOR ����; 5. ANY EXPANSION OR CHANGE OF USE WILL REQUIRE A NEW CONDITIONAL USE PERMIT. Z U)
INDICATES THE NUMBER OF' Q
Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power Fire lane markings and signa�e.. TYPICAL PARKING SPACES E-4 ® �4 >
P.O. Box 1877 P.O. Box 1458
Winchester, VA. 22604 Hagerstown, MD 21741 Any "No Parking" signs and yellow painted curb and fire lane NOTES:. WW �A � �
1. NO OUTDOOR TRASH RECEPTACLES AT THIS TIME. �
(540) 868-1061 1-800-654-3317 locations to be installed under the direction of the Fire Marshal's Office. V®� w �
Telephone: Bell -Atlantic Gas: Shenandoah Gas Co. U1 ® [--� Z
P.O. Box 17398 P.O. Box 2400 2. NO OUTDOOR STORAGE AT THIS TIME. U1O
Baltimore, MD 21297 Winchester, VA 22604
(301) 954-6282 (540) 869-1111 3. NO OUTDOOR RECREATION FACILITIES AT THIS TIME. W U
MISS UTILITY 1-800-257-7777 HANDICAPPED PARKING NOTE (D
4. RESIDENCE TO BE OCCUPIED BY THE OWNERS, EMPLOYEES OR WATCHMAN. '
1-4�
FCSA CONSTRUCTION NOTES 5. NO OUTDOOR LIGHTING OTHER THAN TYPICAL RESIDENTIAL PORCH LIGHTS. -:1 W
Handicapped parking spaces and aisles shall slope Q
no greater than 2% in all directions. Zo
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ® E
ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. J U)
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. IC
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 5 AL C®V � 5HEE T J
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH TRIP GENERATION DATA Project Name: W
2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH �� Iy A � r ON LL
ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO 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 CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD Q
1
BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE `��,A�'TH OF�rr Owner: Address, including Zip Code 4 Telephone No.
METER BOX ASSEMBLY INSTALLED CORRECTLY. O f PROFESSIONAL SEAL 4 SIGNATURE ODDFELLOWS MADISON LODGE OYo P.O. BOX 1155
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: WINCHE5TER, VA
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN ® RAY TOM5L IN (540)665-6331
APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. MARK D. SMITH THESE PLANS ARE IN ANCE WITH
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8% 3/4" AND 1" WATER SERVICES. "0 No. 022837 FREDERICK COLINTY STANDARDS AND Developer: Address, Including Zip Code 4 Telephone No.
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY "AO ORDINANCES. ANY DEVIATION OR CHANGE P.O. MAD ISON LODGE ��o P.O. BOX 1155
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. iz'S �1 IN THESE PLANS SHALL BE APPROVED BY �Ai' TOM�L IN WINCHESTER, VA
SIo1VAL THE DIRECTOR OF PLANNING PRIOR TO (540Ko65-6331
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: CONSTRUCTION. Engineer Certif i Plan: Address, Including Zip Code 4 Tel No.
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. y g p e
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3)
MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. GFREENWA� 151 WINDY HILL LANE
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SHEET r�r INDEX
FZNGINEEF;�ING
PHONE: (540) 662-4155 06/30/00 WINCHESTER, VIRGINIA 22602
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, pop `/
INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. COVER SHEET SHEET I OF 3 �I ! I�®Y �� SCALE: N/A
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. SITE PLAN SHEET 2 OF 3 DESIGNED BY:DW
DETAIL SHEET 3 OF 3
FREDERICK COUNTY ZONING ADMINISTRATOR DATE FILE NO, 2591
SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL SHEET 1 OF 3
SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FRED. CO. SANITATION AUTHORITY APPROVAL
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TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
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SILT FENCE
3.01
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STORM DRAM INLET PROTECTION
305
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TEMPORARY DIVERSION DIKE
3,10
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TEMPORARY FILL DIVERSION
3•12
DIVERSION
3.13
TEMPORARY SEDIMENT TRAP
3•18
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OUTLET PROTECTION
320
CD
--®--®�
CI4ECK DAMS
333
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SODDING
335
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TREE PROTECTION
LCG
LIMITS OF CLEARING t GRADMG
DRAINAGE DIVIDES
CRITICAL
SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OF GRADMG, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
US FTt I / MAR i INSPURG, P/KE 80 ' Rlif
624 _...
!Mi. =622.10 --��
EXTEND X. 15" GMP (INV=(922.00) z
ti
GRADE DITCH LINE AWAY FROM
ADJOINING PROPERTY OWNER "Q
12.5' R --
f I I 616.
Z
44-((A))-53
FRANGE5 CG. MARTIN
ZONE: RA
`' U5E: AGRICULTURE �-
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EX. GRAVEL ENTRANCE TO BE
REPLACED WITH ASPHALT PER
VDOT APPROVAL.
ViATERt-1^1N
12.5' R
(LESS THAN 50 SgFt)
50' TAPER
" E 60.16
24' GRAVEL DRIVEWAY
1.04 AC
G=0.24
1=6.8
0(10) = I.71 GF5
ATER LATERAL
L.P.=(b1q.70
H.P. = 620.50
—PROP. 30' X 15" GMP
44-((A))-q7
FREDERICK LAND COMPANY L.G
ZONE: EM
USE: QUARRY
GONG. 6AR 5TOP5
2.5' GONG. 51DEPiALK
EROSION AND SEDIMENT CONTROL NARRATIVE:
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED
AND MAINTAINED AGGORDING TO THE MINIMUM STANDARDS AND
SPECIFICATIONS OF THE STATE EROSION AND SEDIMENT CONTROL
HANDBOOK.
STRUCTURAL MEASURES
THE CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE AT THE
ENTRANCE. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY
SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. SILT FENCE SHALL
BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS
THE SITE. SEDIMENT BASINS AND ROCK FILL CHECK DAMS SHALL BE
INSTALLED AS SHOWN ON THE PLANS TO TRAP SEDIMENT.
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO
DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADING IS
REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL
STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) 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 MACH INE-GOMPAGTED, SEEDED AND MULCHED (HAY MULCH
OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER.
MANAGEMENT STRATE671 ES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS
WILL BEGIN AND END AS Q.UIGKLY 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 GLEANED 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 GONTRAGTOR'S RESPONSIBILITY TO PROVIDE
ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO
CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED
AGGORDING TO THE STANDARDS IN THE STATE EROSION AND SEDIMENT
CONTROL HANBBOOK.
MAI NTENANGE
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 15 TO BE REMOVED AS REQU I RED TO MAINTAIN 50%
TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE.
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT
BUILDUP. IF THE GRAVEL 15 GLOGGED BY SEDIMENT, IT SHALL BE
REMOVED AND GLEANED OR REPLACED.
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH
PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING.
SEDIMENT BASINS AND RIP RAP DAMS SHALL BE GLEANED OUT AND
RE -STABILIZED UPON APPROVAL BY THE COUNTY INSPECTOR.
= OUTDOOR LIGHTING
SEEDING SCHEDULE
I. TOPSOIL WILL BE SPREAD AT A MINIMUM DEPTH OF 4".
2. PULVERIZED AGRICULTURAL LIMESTONE WILL BE INCORPORATED INTO THE SOIL
AT A RATE OF q2 Ibs. PER 1000 sf (2 TONS PER AGRE).
3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 Ibs. OER 1000 sf (1000 Ibs. PER
ACRE).
4. SEED MIX WILL CONSIST OF 67% KENTUCKY 31 TALL FESCUE AND 35% RED
GLOVER.
5. STRAW MULCH WILL BE APPLIED TO ALL SEEDED AREAS AT A RATE OF 3500
Ibs. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED
AT A RATE OF 200 GALLONS PER ACRE.
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6i�'TH of vj
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No.022837
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DATE: 9/26/00
SCALE: 1"= 40'
DESIGNED BY: DSF
FILE NO. 2591
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EROSION/SEDIMENT CONTROL LEGEND
NO,
KEY
SYMBOL
DESCRIPTION
3M
O
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
3�5
O
>(
SILT FENCE
301
IP
�
STORM DRAIN INLET PROTECTION
3.09
®�
TEMPORARY DIVERSION DIKE
3.10
O
TEMPORARY FILL DIVERSION
3.12
�V�
DIVERSION
3.13
TEMPORARY SEDIMENT TRAP
3.16
O
®
OUTLET PROTECTION
320
CD
—®--®- -
CHECK DAMS
333
O
--�30 --
WDDMG
336
O
0-0-0
TREE PROTECTION
LCG
LIMITS OF CLEARING 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
ESLGP02
5TORM 5ENER DE516N COMPUTATIONS
CULVERT FROM TO LENGTH
5LOPE
HEIGHT, B
WIDTH, W
POINT POINT INV.IN INV. OUT (FT)
(FT/FT)
(IW
(IN) NOTE5
I 5TR I OUTLET 61-7.&0 61-T.50 30.0
0.0100
15
15 GMP
O
i
44-((A))-55 ' -
FRANGES 6. MARTIN
ZONE: RA
USE: A6RIGULTURE
1
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Z
EROSION AND SEDIMENT CONTROL NARRATIVE:
W
EROSION AND SEDIMENT CONTROL MEASURES �„(J
UNLESS OTHERN15E INDICATED, ALL VEGETATIVE AND STRUCTURAL Z
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED
_ AND MAINTAINED AGGORDIN6 TO THE MINIMUM STANDARDS AND CD
Q SPECIFICATIONS OF THE STATE EROSION AND SEDIMENT CONTROL Z
_ m
EX. GRAVEL ENTRANCE TO BE HANDBOOK.
REPLACED WITH ASPHALT PER
VDOT APPROVAL. STRUCTURAL MEASURES 0
CQ co
era PFFRAR
77. 77 ", ONE � Cal It-��W*W.MWOTr THE CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE AT THE
15 J, 625.27 REMOVE 1,5" CHIP ENTRANCE. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY � 0 co
�
6``'�
EP F5.28 g 1
SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. SILT FENCE SHALL vi
624--- — - " `" �- — -` — `! BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS y C\2
INV. —62.>o---'r z 12.5' R THE SITE. SEDIMENT BASINS AND ROCK FILL CHECK DAMS SHALL BE Z x In.,l
INSTALLED AS SHOWN ON THE PLANS TO TRAP SEDIMENT. W �, ai a� EXTEND EX. r � G o
w
15" GMP =`� C , Qo VEGETATIVE MEASURES W 4,0 { a
INV.=622.00" i ' 50 TAPER PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO
12.5' R DENUDED AREAS WITHIN SEVEN (�) DAYS AFTER FINAL GRAD I N6 I S CD H w
X REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL
N 47°I34" E 60.16' STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED
J AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT rn W
FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL cu, 0
16' GRAVEL DRIVEWAY STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT r,
/ I } 1 OO AG DORMANT FOR MORE THAN 51 X (6) MONTHS. w
i X f G=0.24 TOP501L THAT HAS BEEN 5TOGKPILED IS TO BE SURROUNDED WITH SILT
FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION
0(10)=1.-71 GFS IMMEDIATELY AFTER GRADING.
o <
o � Z ( \ ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS
�Jz t �) O ARE TO BE MACHINE-GOMPAGTED, SEEDED AND MULCHED (HAY MULCH
Q o' X I OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER.
(Y <f
° } MANAGEMENT STRATE61 ES p
CONSTRUCTION SHALL BE SEOUENGED SUCH THAT GRADING OPERATIONS
WILL BEGIN AND END AS OUIGKLY AS POSSIBLE. 5
W
SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP GY
I x ? IN 6RADIN6 AND 5HALIL BE SEEDED AND MULCHED IMMEDIATELY AFTER
INSTALLATION.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF ALL ER05ION AND SEDIMENT
CONTROL MEASURES.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE
X s L.P.=61q.�f0 GONTROL5 SHALL BE GLEANED UP AND REMOVED. E-
24 7' DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND Q
y v— 1? SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE
- -- -- £- NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED
H.P.-620.50 CONDITIONS. IT 15 THE GONTRAGTOR'S RESPONSIBILITY TO PROVIDE TH OF
ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO
CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLEDOf�
—PROP. 30' X 15" GMP AGGORDIN6 TO THE STANDARDS IN THE STATE EROSION AND SEDIMENT
N�NRFGB
D CONTROL HANBOOK. +° MARK D. SMITH 9
NNN ��° OF M ) '`� MAINTENANCE No.022837
ALL GONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE
SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL S'S
t S.
MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED ONAL
44-((A))-q7 AREAS SHALL BE GHEGKED REGULARLY TO ENSURE THAT A GOOD
I ' FREDERICK LAND COMPANY L.G. STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS
Off A KING - e$ �; ZONE: EM NEEDED.
USE: QUARRY
10 IOF, TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 5096
60' BRL9 TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE.
ry O�
' L" GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT W
G ' G T $� BUILDUP. IF THE GRAVEL 15 GLOGGED BY SEDIMENT, IT SHALL BE
46 GONG. CAR 5TOP5 REMOVED AND GLEANED OR REPLACED.
_ F F = b19 201 ` ,_.� �� ) PERMANENT 5TAB 11L I ZATI ON
K59 ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH O
PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING.
hie I SEDIMENT BA51NS AND RIP RAP DAMS SHALL BE GLEANED OUT AND (�
RE -STABILIZED UPON APPROVAL BY THE COUNTY INSPECTOR.
�- ' �— __ — _- co �
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4
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k IP OP. WELL t' 1 �_ Z
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44-((A))-83A > W
5.0 ACRES 'a\ -
ZONE: RA � � SEEDING SCHEDULE
USE: m I. TOPSOIL WILL BE SPREAD AT A MINIMUM DEPTH OF 4". co Q
I, 2. PULVERIZED AGRICULTURAL LIMESTONE WILL BE INGORPORATED INTO THE SOIL
AT A RATE OF Q2 Ib5. PER 1000 5f (2 TONS PER ACRE). 300 A�W �+
3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 Ib5. OER 1000 5f (1000 Ib5. PER O O
ACRE). � �
J r) 4. SEED MIX HILL CONSIST OF 6-7% KENTUCKY 31 TALL FESCUE AND 33% RED
� � } GLOVER.
J
5. STRAW MULCH WILL BE APPLIED TO ALL SEEDED AREAS AT A RATE OF 3500 W
' t Ib5. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED
AT A RATE OF 200 GALLONS PER AGRE.
� I �
DATE: 9/26/00
1 SCALE: 1"=40'
i {
1 I DESIGNED BY: DSF
( FILE NO. 2591
SHEET 2 OF 3
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DRI\/EWAY SURFACE DETAIL
—WELL GOMPAGTED SUBGRADE
TYP DITGH SEGTION
1.0'
MIN. 1% SLOPE
6��®n
A
e
,.. •. 53"
�u A �"
Z-24" % REBARS
FOR WWEEL STOP
9"
d
SECTION A -A
WHEEL STOP DETAIL
NOT TO SCALE
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
FLOW
-MI{III
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
s
FLOW
4
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC
and Want
PIAM 3.05-21
STONE CON5TIRUCT I ON ENTRANCE
A
FILTER CLOTFd/ b" MIN. J
A
SIDE ELEVATION
EXISTING 70' MIN
GROUND
B WASHRACK 10' MIN.
(OPTIONAL)
12,
VDOT COURSE I POSITIVE DRAINAGE
Ag TO SEDIMENT
AGGREGATE
TRAPPING DEVICE
• MUST EXTEND FULL WIDTH OF
INGRESS AND EGRESS OPERATION Akf \ /1=111
FILTER
REINFORCED
ESD-902
SECTION A -A
EX15TING
PAVEMENT
MOUNTABLE
BERM (OPTIONAL)
PAVEMENT
10, MMIR
T
SECTION B—B DRAIN SPACE
4 3" MIN.
PIPE OUTLET CONDITIONS
A A
SEC'
'IPE OUTLET TO FLAT
REA WITH NO DEFINED
'HANNEL
'IPE OUTLET TO WELL
)EFINED CHANNEL
d
SECTION A —A T�—'
FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 8 INCHES.
Source: Va. DSWC Plate 3.18-1
SILT FENCE GULVEFT INLET
FROT CT I ON
DISTANCE IS W MINIM181 IP R.OW
18 TOWARD ErBANOIENT
FLOW
OFT I ONAL STONE COM INAT I ON
10' IB'
PLOW
2S'
' VDOT 43, •951, 5, 56 OR 51 COAQSE AGGREGATE
TO FMPLACE SILT FENCE fN " HORSESHOE ' UMEN
HIGH VELOCITY OF R-OW IS EXPECTED
SOURCE: ADAPTED from vDOT Standard Sheets and Va. DSX
VDOT #1
COARSE AGGREGATE
FLOW
VDOT #1
COARSE AGGREGATE
FLOW
RCE: VA. DSWC
6"
:ir
��� •� =•
I RIF'RAP
PLATE. 3.08-1
2I 3'
CLASS I RIPRAP
PLATE. 3.20— t
63(
625
620
615
I
0+00
30
625
620
615
6I0
0+50
PROFILE GI SGALE HORIZ=50' VERT=5'
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MARK D. SMITH
No.022837
O41.
NAL
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DATE:
9/26/00
SCALE: AS SHOWN
DESIGNED BY:
DSF
FILE
NO. 2591
X
SHEET 3 OF 3