HomeMy WebLinkAbout54-01 Penske Parking Lot Addition - Stonewall - BackfileI CENERAL NOTES VDOT CENERAL NOTES LECEND VICINITY MAP
Vi. All work on this project shall conform to the latest editions of the Virginia Department of Z
i. 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 � SCALE 1"=2000'
County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the 2 •• +�► 1
event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CO�OUR 330 UJ
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2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. � 2 B° W
must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR # p, ,A
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 andEXISTING EDGE OF PAVEMENT s C�' 9 I - � ��,
� � / � �I Z
Control Handbook. Health Administration and VOSH Rules and Regulations. PROPOSED EDGE OF' PAVEMENT
PAVEMENT PROP UP
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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 G465 "' 9 � , (9 Z
(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 -- --" -- s 2 �' ��, �*
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP C&G `" ,�A UJ
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is 1= ...e
Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER
required under State law. ., '°'10A CO
5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROMpCG-6 TO CG-6R -- a® s _ c� -4
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is I 162 o I
the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE Q p. .N Co
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed construction activity. VDOT approval of these plans does not `� �/ �"``® 4 m to ►a
PROPOSED TELEPHONE LINE .. r' CO cfl "�
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to relieve the developer of this responsibility. 25 • 39 o
EXISTING STORM SEWER f
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EX. 15" RGP ;�, a ,® 3"~ > qt CV
-----G-�--
V5. Design features relating to field construction, regulations, and control or safety of traffic may - '°. °°'M CV
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of O
representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER b o
aD 4 d,
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 $ `n
Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION )
8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE
embankment. and held by the engineer and/or developer with the attendance of the contractor, various County I
agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE A PARCEL IDENTIFICATION N0. 43-19-50
9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California STREET ADDRESS:, LENOIR DRIVE 0 0
Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE - TOTAL AREA: 5.44 ACRES
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. PROJECT AREA: 1.49 ACRES ao
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE DISTURBED AREA:; 1.49 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 CURRENT ZONING:, M-1
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 USE:: TRUCK RENTEL
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, PROPOSED USE: TRUCK RENTAL
and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE -
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Developer shall have, within the limits of the project, an employee certified by the Department of FENCELINE--x-_y_ __ _ ;F REFERENCE TO SITE PLAN #: 09-99
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE
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, and weekly when no rainfall event occurs.
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
at the end of construction. EXISTING WATIIZi.II�1E �/ TEE , T,�, LANDSCAPE CALCULATIONS
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less thanPERIMETER 1 PER 40 FT.
one litter receptacle shall be provided at the construction site. V11. All water and sewer, lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE 11 684 FT/40 FT = 17 TREES REQUIRED
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. INTERIOR 1 PER 10 SPACES PROVIDED 0
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to takeT�G FIRE 37 SPACES / 10 = 4 TREES REQUIRED
whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust freeV12Any 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 TOTAL TREES REQUIRED = 21Ion
condition at all times. until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE e EXISTING TREES TO BE RELOCATED = 5 _
14. ' Notification shall be given to the appropriate utilit com an rior to construction of water and/or sanitaryPROPOSED WATER METER ® TOTAL PROPOSED TREES = 26
gy P y .P / V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT ,�
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 -- ----�---- - OPEN SPACE CALCULATIONS
sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples ® ;1
PROPOSED REDUCER SITE AREA = 5.44 AC (236,966.40 S.F.) E..,
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled ( ) � �
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current -tr IMPREVIOUS AREA = 3.97 AC 172 933.20 S.F.
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. as belonging al a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN PERVIOUS AREA = 1.47 AC (64,033.2 S.F.) a
according to all applicable VDOT standards. HANDICAP RAMP (CG-12) �-.•..� 25y Q (59,241.6 ) a �
�...•_T_.,.,� OPEN SPACE REQUIRED S.F.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the DENOTES LOCATION OF STD VDOT ,� ; E'
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 CC�� 12 /pg 264,033.2 / 236,966.4 = 2790 OPEN SPACE PROVIDED U1
P y y g compacted in 6 lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method STANDA}It 4 � ~' ✓'
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing A, within plus or minus 2% of optimum moisture for the full width of any dedicated street ! A
utility verification and the proposed construction. right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified PARKING INDICATOR Al2 ALL UTILITIES INSTALLED ON THE SITE E�
INDICATES THE NUMBER OF TYPICAL PARKING SPACES MUST independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A H BE PLACED UNDERGROUND i!l a H
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. copy of all tests shall be submitted to VDOT prior to final VDOT approval. W �-+
P ] g g g Y TEST PIT LOCATION; VJOUTDOOR LIGHTNING. AS SHOWN FIGHTS SHALL BE W Z
18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and DOWNCAST OR SHIELDED TO x 1-1 W 0
further where determined necessary by VDOT Inspector. U) 1:4 C-`'
'
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site U
HANDICAP PARKING PREVENT GLARE ON ADJOINING p Z 4
development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall PROPERTIES OR PUBLIC R.O.W. S GY GX, a �►
meet VDOT minimum design standards and is the responsibility of the developer. W
19. The developer will be responsible for the relocation of any utilities which is required as a result of his VEHICLES PER DAY COUNT 100 > U
project. The relocation should be done prior to construction. CG-2 CURB WILL BF, -PROVIDED -FOR THE ENTIRE PARKING LOT W
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE O tx
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 O
ENVIRONMENTAL FEATURES
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 mc H 1-4 Q
engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET IdGKTT _{-r _ Q U) < w
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on FEATURE DISTURBEn W
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. IL C\2
Contact the local VDOT Resident Office with an questions regarding sin material and placement. PROPOSED STREET NAME SIGN -+ FLOODPLAINS 0 co Z
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. y y q g g g P LAKES & PONDS 0 O
V18. The developer must provide to the local VDOT office a list of all material sources prior to PROPOSED SANITARY LATERAL CLEANOUT WETLANDS >lAC 0
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard P P
construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE IDENTIFIER 12
proctor AASI-KTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered SINKHOLES 0 W O �
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
professional engineer and results submitted to Frederick County prior to pavement construction. If a may be obscured. NATURAL S.W. 0 SITE AIL AA'
geotechnical report has been prepared, it should supersede the requirements in this note. STORM DRAIN STRUCTURE IDENTIFIER O DETENTION AREAS RaPr'� '�.
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical /w
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating STEEP SLOPES 0
spreader. Density will be determined using the density control strip as specified in VDOT's Road and >15%
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE - 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 -� -� WOODLANDS 0 4T N-01 Z
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE
present during the construction and testing of the density control strip.
EXISTING SPOT ELEVATION •L-, PARKING TABULATION
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road + PHASE I & II ML
and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 115.1 SPACES PROVIDED APPROVED PLAN 09-99 MAY 10 1999 PLAN REVISION
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests.
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE H/C PHASE I 1 1 NO CHANGE
TS shall be notified and given the opportunity to be present during the construction and testing of the
UTILITY CONTAC
control strip. a 9x20 PHASE I 8 8 NO CHANGE
EXISTING TREE ` ' 15" 01/NK 15" PINE 12x25 PHASE 1 17 17 NO CHANGE
V21. Approval of these plans shall expire three (3) years from the date of the approval letter. 12x30 PHASE 1 48 48 NO CHANGE
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. PROPOSED TREE Q%19
aAV
12x60 - PHASE I 22 19 DECREASED BY 3
P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. 15 OAK 15 PINE
Winchester, VA. 22604 Winchester, VA 22604 r 12x60 - PHASE II 38 10 DECREASED BY 28
(540) 868-1061 (540) 869-1111 FCSA CONSTRUCTION NOTES TOTAL PHASE I & II 134 129 DECREASED BY 5
Power: Allegheny Power Phone: Bell -Atlantic �J �^► �J
P.O. Box 1458 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SEAL C®YER �JIZEET
Hagerstown, MD 21741 Baltimore,
Box , MD SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. ATE REVISION
1-800-654-3317 Baltimore, MD 21297
(301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 1/10/02 REVISED AS PER PLANNING COMMENTS Project Name:
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
Penske-ParkingINSPECTOR. Lot Addition
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF TH
MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME Owner: Address, Including Zip Code &Telephone No.
AND COVER TO BE PROPERLY ALIGNED WITH 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 r'� P.O. Box 7635
FIRE MARSHALS NOTE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN MARK D. S TH Penske Truck Leasing Reading, Pa 19603-7635
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX (610) 775-6298
Fire lane markings and signage: ASSEMBLY INSTALLED CORRECTLY. No. 0228� , Developer:
p �� ,U � P Address, Including Zip Code &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:
same as above
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 fi�rrEET INDEX
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. s.7H
I sIONAL same as above same as above
FIRE FLOW DATA: N/A HYD# FIRE FLOW DATA: N/A HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. same as above
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: 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. SHEET 1 COVER SHEET
THE AUTHORITY WILL INSTALL THE METER. SHEET 2 SITE PLAN 151 WINDY HILL LANE
RESIDUAL PRESSURE = RESIDUAL PRESSURE = D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. EROSION & SEDIMENT CONTROL GREENWAY ENGINEERING WINCHESTER, VA 22602
AVAILABLE FLOW = AVAILABLE FLOW = DETAILS (540) 662-4185
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: ! SHEET 2A APPROVED SITE PLAN 09-99
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. ! PROFESSIONAL SEAL &SIGNATURE
SOURCE: SOURCE: � SHEET 3 LANDSCAPING DATE: NOVEMI3ER 2001
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE E IN CONFORMANCE WITH
DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COUNTY OF FR THESE PLANS ARE
IN STANDARDS AND APPROVAL 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 SHALL BE APPROVED BY "j
DESIGNED BY:
C
HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO J
,{ �,�
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A CONSTRUCTION. MDS/JNT
REMOTE READOUT IS REQUIRED. ZONING ADMINISTRATOR DATE
Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A JOB NO. 2237
no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. Valid -�jpr 5 c eaia -�roni afyoua9 &467
A REMOTE READOUT IS REQUIRED. S .P. _ Sy +- 0 1 SHEET 1 OF 3
CD
ER0510N AND 5EDIMENT CONTROL NARRATIVE:
CONSTRUCTION OF A SILT FENCE
SILT FENCE CULVERT INLET
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PROJECT DESCRIPTION
(WITH WIRE SUPPORT
PROTECTION
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1.8" RCP - .` I
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TH15 PROPERTY IS LOCATED IN STONEWALL INDUSTRIAL PARK. THE 517E 15 WITHIN
1. SET POSTS AND EXCAVATE A 4•X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
in - 7041. I
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COMPANY,jN(
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FREDERICK COUNTY AND CONSIST OF 5.44 ACRES, OF WHICH 1.49 ACRES WILL BE DISTURB
OF POSTS.
ENDWALL
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Y1091,
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FOR CONSTRUCTION OF AN ADDITIONAL TRUCK RENTAL STORAGE AREA AND A 10' WIDE
GRA55 LINED TRAPEZOIDAL DRAINAGE DITCH_
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EXISTING 51TE CONDITIONS
THE PORTION OF THE 51TE WHICH WILL BE DISTURBED 15 PARTIALLY GRA55ED IN WHICH
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TOE OF FILL CULVERT
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WATER RUNOFF IS CONTAINED BY A STORM WATER MANAGEMENT POND AT THE SOUTH END OF
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THE PARCEL, AN EXISTING DRAINAGE DITCH WHICH RUNS ALONG THE SOUTHEAST BOUNDARY
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LINE ALLOWS OFF 51TE WATER TO EXIT THE SITE. TH15 DITCH 15 LOCATED IN AN EXISTING 10'
DRAINAGE 4 UTILITY EASEMENT WHICH BORDERS THE INTERIOR PROPERTY LINES.
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ADJACENT PROPERTI'
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LOCATED IN STONEWALL INDUSTRIAL PARK
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EROSION AND SEDIMENT CONTROL MEASURES
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UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFlLL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL
SILT FENCE a
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`DISTANCE Is s• MINIMUM
MINI FLOW
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CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM
STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
STANDARDS
TOWARD E6' IF
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STRUCTURA MEASURES
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OPTIONAL STONE COMBINA TION
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A CONSTRUCTION ENTRANCE WITH WASH RACK (302) SHALL BE PROVIDED TO THE PROJECT
AREA AND TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE AND
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WASH RACK SHALL REMAIN THROUGHOUT ALL PHASES OF CONSTRUCTION.
EXISTISTORM POND SHALL ACT AS TEMPORARY SEDIMENT TRAP AND DETAIN ANY
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SEDIMENT FROM EXITING THE POND. RIP RAP SHALL ALSO BE PLACED t0 PROTECT THE
SLOPE FROM EROSION DUE TO WATER RUNOFF GENERATED FROM THE PARING LOT ADDITION.
-= III
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FLOW ^?
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90 ' » 05 56 �075
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THREE (3) CHECK DAMS SHALL BE CONSTRUCTED DURING PHASE I COTROL MEASURES AND
PRIOR TO CLEARING THE SITE. THEY SHALL REDUCE RUNOFF VELOCITY,N URN REDUCING
FILTER FABRIC
;� 1 Ot)II DING
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EROSION. THIS WILL ALSO HELP TRAP SEDIMENT GENERATED FROM FROM ADJACENT AREAS
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III WIRE
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VDOT /3, /357, /5, /sa OR /57 COARSE AGGREGATE CLASS 1 RIPRAP
TO REPLACE SILT FENCE IN - HORSESHOE - WHEN
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a ♦ LIGHTING I €€
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OR THE DITCH ITSELF ALLOWING SEDIMENT TO SETTLE PRIOR TO LEAVING THE SITE.
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HIGH VELOCITY OF FLOW IS EXPECTED
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TREE PROTECTION (338) WILL BE PROVIDED FOR TREES WHICH ARE LOCATED NEAR
3OURCE: Adapted from hubktion of Straw and Fabric Filter Harriers for Sediment ContaoL PIATA. 3.05-1
Soesaod h
SOURCE: ADAPTED from VDOT Standard SMeda and Va. DSWC PLATE. 3.08-1
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1 l(1�5
105
LIMITS OF GRADING AND CLEARING
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§
TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL
' 5e raI r Trdb ;, ;1 'imx
n `°°• yC
s ! ;
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O
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z
CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
R 0 CK CHECK DAM
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a
I I
CULVERT INLET SEDIMENT TRAP
I _gE�r1
- ..
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1,.. #s._A N
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a
PHASE
ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT.
2 ACRES OR LESS OF DRAINAGE AREA:
OF y j 60'
L�Iww: }
CLEAR (TYR) •
I
fx�041
,c` : i ,cr 0
ANY SEDIMENT CONTAINED IN STORM POND SHALL BE REMOVED AT COMPLETION OF PROJECT.
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Q
r-�02i
ra t Ida
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TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL
CRITICAL SLOPES (3d OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
e"
3•
CLASS I RIP RAP /
RIPRAP
HEADWALL
! I F' I ( '
I F
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:
X'! ;` -
Z
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VEGETATIVE MEA5URE5
FILTER CLOTH
(oPTIONAL>
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y
1
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31 i f
11 ;�. ; _. � -- ,
PIPE
Y I I
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+,..... C�h.:;:,V (J �i�3 GRAPt3..1.(,.S
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS
(DOWNSTREAM VIEW)
'' `.l"° ' ;_ .
!
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,.
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1 I r+ I '; .i
�p
I i I �� I �i% -'i (., 0 R T"1
W
F
0
WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE.
VDOT
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I ; ,I•
# 'i •. ...- "• tl
>r €}f,<) I(.
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TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED
AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN
#1
COARSE AGGREGATE
/
_, i
,s��
1€ " E.IJ M. 1.
FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS
1 1 VDOT /3, /357, OR /5
sEDIMENr srQRAGE COARSE AGGREGATE
�
•�
ibF C�
N
THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS.
I
�,
/ - -
i
t'e • �'
�J I
T
OF
TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILL FENCE AND
PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING.
�\
'STORAGE REQUIREMENTS EQUIVALENT
k I 0 .' __ ! II
--�' ""'`�---' - - *"'
1
I ;_.:y
I
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,
TO THAT OF TEMPORARY SEDIMENT
TRAP, STD. a: SPEC.
'
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE
MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY
2-10 ACRES OF DRAINAGE AREA:
3.13
87 C.Y./ACRE WET STORAGE PERSPECTIVE VIEW
(BELOW BASE OF STONE)
i 1 .; I
_..... _ _.._ ___ ��_�_ ; ____._._ __ ____ _._4- . .
I EX UJHEEL S17 5 ; .,
DEPI BSSED �pfO. I
G LIG+�TINC� I
2L
I 1 i -
9 II n ! I
d I ° 1 I
MARK D. ITH
No. 022837
AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING.
87 C.Y./ACRE DRY STORAGE
(BASE OF STONE TO TOP
(TO BE O' D) r
0O
i I
O
MANAGEMENT STRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND
s"
s'
OF STONE BERM) PIPE INVERT NATURAL GROUND
RIPRAP HEADWALL
i y " ! -2
I r f 1 I
�035
X C.G4
I
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t I # # I } I l
ZONAL
END AS QUICKLY AS POSSIBLE.
FILTER CLOTH
(OPTIONAL)
THE 51TE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE
(DOWNSTREAM VIEW)
AREAS TO BE DISTURBED A
(cur, FILLED, ETC.)
ry
3
-- - --- ti --.,
I> y + 1'1
; I
i I
I
I I
MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE
PROGRAM.
VDOT 1
COARSE AGGREGATE
-_
��,
___- .._-__._.__________._.._-_.. I I
II I
r
I Proposed
storm, Water .\ 11
}j
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE
FLOW t?l 3'
CLASS I RIPrtAP
VDOT /3, /357, OR./5 COARSE AGGREGATE
�'
I
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P
f 1 I
GLEANED UP AND REMOVED.
t I
ELECTRIC POWER, TELEPHONE STORM SANITARY WATER 4 GAS SUPPLY TRENCHES ARE TO
MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
AT 1/2 VOLUME OF WET STORAGE AREA
I - i P6ZOP. 2' I i
i .' �ItRBCUT !
2
I 1 PROPOSED S.W.Mf. WILL ACT'
AS SEDIMENT TRAP. OUTLET
i J
(
1.4
O
Q
BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO
MORE THAN 500 FEET ARE t0 BE OPEN AT ANY ONE TIME.
CLASS I RIPRA.P
ELEVATION
f g; zE;
PROTECTION WILL BE PROVIDED t
ALL ALL SILTATION RETAINED WILL `
i
i
x
,'
a
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF
COMPLETION OF GRADING.
SOURCE: VA. DSWC PLATE. 3.20-1
SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION PLATE. 3.08-2
_ ._..__ -v T -_--w =_
\ ;r 1 y" 1
i fT y7 t 0OW�� %�
I
tt^��iti
BE REMOVED.
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DRAINAGE 5WALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN
WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED.
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II 9 `II 1'iii,Iil SE1:1 1�L� �s' ! ,�
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STONE CONSTRUCTION ENTRANCE
,.-__?._.__ _
-
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DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS.
70' ON. fXl57)NG
-==1-'�--,q
.. ._.... - ........-;,'.. ...._. ..'
__...- ._- _.._ ___ ._..
(......... . ....... ..-•. ,�
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ADDITIONAL CONTROL MEASURES MAY BE NECE55ARY DUE TO CONTRACTOR PHASING OR
OTHER UNFORESEEN CONDITIONS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE
a 5t1
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t 30 15 30 60
U)
V-�
Z W
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0
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ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND
CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE
FlL1m CLOTH � N• ANN. M�"*"� soew
-� -
_,, .____..,._ ___ _-•��_.._ .___ _ _____`"�-__---n._____- ,_ � �.� _ -- _
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TABLE 3.32-C
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"` �"�"
„•�..
X X - X
-
5CALE: 1 - 30
STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL
SIDE ELEVATION
SITE SPECIFIC PERMANENT SEEDING MD{TURES
FOR APPALACHIAN/MOUNTAIN AREA
1
HANDBOOK
EXISRAG cRDrxev
O�
W
MAINTENANCE
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS
70MIN.
s /D' ANN.RE5PON51BLE
Total Lbs.
Minimum Care Lawn Per Acre
TABLE 3.31-H
LAND D15TURBERcc
EROSION/SEDIMENT CONTROL LEGEND
C0
Q
C) ,� W
E 1-4Q
REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 05 INCHES
OF RAIN PER 24 HOUR PERIOD- ANY DAMAGED STRUCTURAL MEASURES ARE TO BE
,
- Commercial or Residential 200-250 lbs. Kentucky 31 or Turf -Type Tall Fescue 90-100%
-
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
NO. KEY SYMBOL DESCRIPTION
(Y.«,1
Wlog
U) Q1 W
REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO
-Improved Perennial Ryegrass � 0-109.
- Kentucky Bluegrass 0-109.
"QUICK REFERENCE FOR ALL REGIONS"
NAME:
3� O TEMPORARYGRAVEL CCNSTIateTiON
ENTRANCE
C\ W
10• �,1N
'�
ENSURE THAT A GOOD STAND OF GRASS 15 MAINTAINED. ALL AREAS SHALL BE FERTILIZED
'�` °"�
High -Maintenance Lawn
GERT FIGATION #:
3DS O
`* )ESE X SILT FENCE
�
�
0 z
AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED.
�
�
�
wor /1 Poste DRAmGE 10
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia. 125 lbs.
Rate
Planting Dates Species (lbs./acre)
DATE:
D
ism cD -���-- CHECK DAMS
Z,
� Co
1- 1
THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST
COURSEAGGRECATE B I TO sEMExr
General Slope (3:1 or less
338 O 0-0-0 TIDE PROTECTION)
AND MUD FREE, CONDITION At ALL LIMES.
• M1bT EXTEND FULL N*VW�
- Kentucky
ky 31 Fescue
THE RE5PON51BLE LAND DISTURBER
� LIMITS OF CLEARING 4 GRADMG
PHASES OF LAND DISTURBANCE ACTIVITIES
or NAaREss AND EGRESS
OPMWN PLAN VIEW
128 lbs.
- Red Top Grass 2 lbs.
-Seasonal Nurse Crop" 20 lbs.
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
15 THE PARTY RE5PON5 BLF FOR
a
W
1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE I ROCK CHECK
DAMS 4 CONSTRUCTION ENTRANCE).
12•ANN
150 lbs
Low -Maintenance Slope (Steeper than 3:1)
(Lolium multi-norum)
& 50 - 100
GARRIN6 OUT THE LAND D15TURBIN6
E"I
I -I
a-
Cereal (Winter) Rye
�
2. PLACEMENT OF SEDIMENT CONTROL DEVICES.
3. OBTAIN IN5PECTOR'5 APPROVAL TO
a AM.-
- Kentucky 31 Fescue 108 lbs.
Red Top Grass 2 lbs.
(Secal cereale)
P�GTIVITY �5 SET FORTH N THE PUNS.
PRIOR BEGINNING CLEARING AND GRADING
OPERATIONS.
OPERATIONS.
- Seasonal Nurse Crop" 20 lbs.
4. CLEAR AND GRUB REMAINDER OF SITE.
FnTm CLOTH SECTION
SECTION A -A
Crownvetch •�+ 20 lbs.
Feb. 18 -Apr. 30 Anual Ryegrass 60 - 100
(Loliium multi-florum)
ul
5. ROUGH GRADE SITE.
6. INSTALL DRAINAGE DITCH WITH SEDIMENT CONTROL.
8-7-
;: «
150 lbs
• Perennial Ryegrass will germinate faster and at lower soil
temperatures than fescue, thereby providing cover and erosion
l• FINAL GRADING.
` ';:, ' ' •: " ':�, '"
resistance for seedbed.
May 1 - Aug.1 German Millet 50
y g
(Setaria italics)
GENERAL NOTES
DATE:
OCTOBER 2001
8. RE5TORATION AND STABILIZATION OF DISTURBED AREAS.
'.'; 1< ;..,•
f
ea Use seasonal nurse crop in accordance with seeding dates as
1. CONTRACTOR MUST CONTAIN ALL MUD ON51TE
4 NOT TRACK ONTO ROADS
9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE
stated below:
2. CONTRACTOR MUST OBTAIN LAND DISTURBANCE PERMIT 4 SCHEDULE PRE -CONSTRUCTION MEETING
INSPECTOR
March, April through May 15th Annual Rye
SCALE: AS
SHOWN
May 18th through August 15th Foxtail Millet
RENVFnacED CONCRETE arelm� SPACE
SECTION B-B
November through February Winter Rye
Seeding
DESIGNED BY: MDS/JNT
SOURCE. AQ4PIED from 198J ftWand Stondoids for Spit eiasran and Sediment CDntna; and Vo. DSWC P1ote J02-1
If Flatpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegrass may also be
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shall be
JOB NO. 2237
included in any slope or low-maintance mixtures during warmer
seeding periods: add 10-20 lbs/acre in mixes.
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1/4" soil cover.
SHEET 2
OF 3
II �� �\---------------- J
I I r 43-19-48 I 43-19-17
I I LENOIR CITY I ' POLY PROCESSING
43-19-30 I 13 I IIL
COMPANY OF VA / . COMPANY, INC
ALLEN R. KNOTTS, JR I I DB 888, PG 1377 I DB 609, PG 864
DB 681, PG 614 \ I ZONED : M-1 -� I ZONED : M-1
USE O : INDUSTRIAL � ` 1 — — � USE INDUSTRIAL i 1 Ex 18" RCP ( I USE :INDUSTRIAL
ii
I \ -------------- �� Inv in = 704.3'
Sight Distance Inv out = 703.8' I
I \ Sign ♦ ♦ �\ — 62' ® 0.87.
o
\ /� \\ 300 + 500 +
Telephone\Ped �� �\ _
I -
�� Power Pole // " ��� S 40.33'20" E 459.99' o 0 w w w
WV I �,,.0/ Existing 8 Waterline �- _
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w /- w -"--� 8"x8"Tap by FCR w \\ ------------ I
\\ Sign _� �--''" � \ 70 `.� � ��..---___-
_ Ex SSMH ---
�� Tod p M710.50 CENTURY LANE-RTE 862 �'- 48' 50' `\\ 34' 25' 48' `�---- ��— ----- g-- -----_per --
Ex 43"x27" ACMP's I _ 60 R/W - 35 MPH \� p = �I
Inv in - 700.9 0 > > , s > > Inv in ,7.0
Inv in = 707.1' 1' _ DB 716, PG 631 ��' °� om -� q�
Inv out 700.8 — ' m• r• o' \\ 1t,
Inv out = 706.1' 3 I i -- --- �'•--� � _ mat. EP _._,�—� \I
I i /- ._ Gas Marker
80' 0- 1.257 — — — _-- ---- ------
M
C — = — •roc _ -� _ _ e '� _ r �"� -- --- _ _
— -- -� — -- - '_ —1* $R&N� & UTI �'_ _ 20- -` 1
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I 66 a T--r— `'z- 'JL -� _ _ - 25' PARKING SETHAC�I
Top = 711.5 y G s Marker/ — —
Inv in - 700.1' cis
Inv out = 699.9 \ ~ _ lie �� / / s VDOT CG- 1 (
Gas Valy 9 + ENTRAN p
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\ _ &
000,
101t .1� lo'R lo'>� / �s� a cut 5�t , • .... — 1
DELTA 89'56'08" \Buried I �i / p o \
TE� ephone s ti N b _ 8s -Z...i .�
e RADIUS 40.00 7�,ine I I — �� o _---- o o .�� 9 �m t� 1 t \ 11
7b BUILDING SETBACK
ARC 62.79 II II I / _ •IO�� — �� b-- — ~-- '° 10'—.--.--.—._._ i
— — I
TANGENT 39.96 I I I � /'- � -- — — — —
6 r '� �'� n
_Q=QRD- II i I i / N 'dr. I �h0 o b m o Proposed 6' tall chain- ` `_ -- \� I 1
S 85 31'23" W 56.54' Jill 1 I �, �o ® e � rA p ® ,� `� link security fence with 706 I
I I
&� 0 �.' barbed wire I II II
11 a.l � I � `� I I\ �e• � �O �. , 0 4e Go4 .�• • �. on top: The approval owner will
/ I w 1 W o ao d¢ have fin o I I \
II
" M`� r ' 04 a esigns or a swing
Ex 24 CMP's �\ I I r Ci `� r pRi a' and sliding gates. -�
kb 11` �°� a �I ► r. I
THIS NO;4UT
I t
5 'R 1 Se • ' ► .r ~ INTO A PARKING LOT I I
4 \PVC 1,5•g ® PRIOR APPROVAL
I -woe PLANNING DEPARTMENT h
�r II " 6 ¢I o1 _ \ 10 its \ lls ` • ,�; A REDESIGN OF THE I I,
Q i I i c d "'' ` 5 10 a•• - .. =. ' AptBn : i s MANAGEMENT AREA. I I I I z
1 M x I �I 5 I ` ® \' 100' as \ - j ` '' I >
I I � Q I \ \ \ Meter \i\ormer �I (�
43 19 13 I x' \ a
GARY D. i I I --- ..._ i \\ ?:.•' A C7 w \ I II x
VANSICKLER 7i1 } ; i 1 \ i \ \ " 500 gallon iof ,,4• -, c b , .` w a' I o a 1 i .
DB 524, PG 24 I I ~ �.\ \ 9 Storage \ "Penske Truck Rental=. wade
I I l I N , \ \\ Building Metell� Tani I o w \ I I r(
ZONED M-i i �� 1 ' `�iOCke1'e \♦ 3 Service Ba \\ c its Fbe1 Lland 22 a ,''` Gra (/ 1� •�� Z22\�a
USE .INDUSTRIAL I I N I i \ � '00 \` Height 22.0 \` co ,p Canopy . Metal ,.' - • • ® `• 0
I'O0 \Area 8,000 of i Height : 22.0 : 40'• / 12,000 g n Gas an �; +_ o \ \ I I I I
0. oo \ a \`9 E-
F. 711.50 20,000 g on Diesel
sXz
\ ♦ Os ;+ undergro d tanlm
6 ►' FUTURE PARIING`,AREA
+11j 8 FOR PENSKE TRUCX�
I 1
' I/ 1 I 1' 1
� I '" � RENTALS
712.0I I I C I (
I I \ I •1 lls
• VDOT FIELD INSPECTOR
WILL DETERMINE THE y
NEED OR PLACEMENT w
OF CG-12 WHEELCHAIR
RAMPS IN THE CG-11
ENTRANCES.
39
h
v
t;
a to
cu
ai
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03
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O
712.2'
10
07
N
Ex. 6" W/L
in
WV
WV / I 712.7'
Ex SSMH
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ti` I�iIi1�I�)
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Man ement
A
\ of \ I I I I
-3001f _ — \ _ \ _ \\ —o �� 26 --- l -30�1f I I Prop 15
g P"ts 1 \ 25' B ING '_. 4 —.� —.--. L _ —. -- -- 2 Cover_.
�gn z► ♦ C ACK IIIv lII IUiG.00 I I I I 1
4o�t . `♦ ♦\ r Con Inv iX- 701.95'
15 ta111 1 \ \ &Z-2 r �8s A .!A d ® I I I I
Telephon �PedZN 4, •2Y�2 W - 60.00 �.
Telephone Narker--,`�
I— / _�____,.-•_� \ '`_ _ 20 TR:AIIAiGE & UT1T.I`i'it•-CS ------_
—_._ x x X X �X x X x •- — ti.,,L_y` �_____,.._�.___—___ -- — — — — — — `
X _�_ X X X X X �' x _� -16 X - •� i ."J< X X x "�h- x I I r
Remove Ezisting CGT2 within 1 of EP and EXISTING 6' CHAINLINK FENCE
'- and tie prop. radlul( to the re wining CG-2
FH ♦ .' I I I I
I
WV r
I 43-19-22 I I
I AUSTIN J. KING I
DB 639, PG 10
ZONED : M-1 2-300W-$ —POLE MOUNTED LIGHTS <
USE : INDUSTRIAL
2 EACH AT 200 WATTS I
30' TALL I
I
I
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Bit
i\ \\ ® \ \`♦\` A;P0 `
Nb
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1
7
7
_ _ Proposed Drams
—{— —
.� I
\\va 7b2.9'01
—
wl
Proposed
Stormwater
s
s
43-19-36
CENTURY GRAPHICS
CORP
DB 709, PG 64
ZONED : M-1
USE : INDUSTRIAL
oc
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DATE: 2/23/99
I
SCALE: 1" - 30'
DESIGNED BY: Oates
JOB NO. 2237
SHEET 2 OF 4
1®
M
RUBBER HOSE
GUY WIRE 012 GAUGE
TURNBUCKLE
TREE WRAP WITH 50% OVERLAP
FLAGGING TAPE ON EACH WIRE
2" DOUBLE SHREDDED HARDWOOD
MULCH/3" SAUCER PLACE TOP 1/8"OF
ROOTBALL ABOVE FIN15H GRADE
3 STAKES
BACKF I LL
ROOTBALL-REMOVE TOP 1/3 OF
BURLAP AND CUT ROPE AND/OR
REMOVE WIRE BASKET FROM BALL
LIGHTLY COMPACTED SETTLING MOUND
T'I'PIGAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER
TREE] (NOT TO SCALE)
LANDSCAPE SCHEDULE:
A
QTY.
50TANICAL NAME COMMON NAME SIZE (MIN.) SPACING CONT. REMARKS
AS
10
4cer scharinum SUGAR MAPLE 2" CAL. AS SHOUJN 545
FA
11
Fraxinus americana "AUTUMN PURPLE" ASH 2" GAL. AS SHOLLN 545
3(o
Hedzit Hollys- EXTENDED HEDGE FOR SCREENING
5
EXISTING TREES TO BE RELOCATED
V,
f I 4 3...-19-17
x 18 , RCP - POLY Pfl, r JC.`:ESS.ING
zra 704,3' 1 ti;OMPANY, INC
out = 703,W i` DB 609, PG 864
2' tv 0.8"/f" { ZONED : M---1
SE' : INDCsSTRIAL
w r.
— —
IF_ E Stir IH _
a ?nsT in = 702.4' a
--DINE & UTt TY ESMT-
f- _ _ _`IV
2- 3001� 0
9
7
W
1
L�F_iJL1)INC uETPAC'h ', j }°I�OI°dBED LIMITS OF
l ` ,
` , i, , CLE�RMG CaRADIW4
r 1
if I
Y
t 0' 'railer
CLEAR a! GR' 06DIMGe a , ' CID � {
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MARK D. SMITH v
No.022837
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DATE: OCTOBER 2001
SCALE: AS SHOWN
DESIGNED BY: MDS/JNT
JOB NO. 2237
SHEET 3 OF 3
GENERAL NOTES
VDOT CENERAL NOTES
LECEND
VICINITY MAP
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Vl. All work on this project shall conform to the latest editions of the Virginia Department of
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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
SCALE 1"=2000'
County construction standards and specifications and/or current VDOT standards and specifications.
Sediment Control Regulations and any other state, federal or local regulations applicable. In the
event of conflict between any of these standards, specifications or plans, the most stringent shall be
EXISTING INDEX CONTOUR
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2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
govern.
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PROPOSED CONTOUR
40
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must be provided prior to issuance of the site development permit. The approval of these plans in no way
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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
EX
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Control Handbook.
Health Administration and VOSH Rules and Regulations.
PROP �,
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PROPOSED EDGE OF PAVEMENT
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3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
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V3. When working on VDOT right-of-way, all traffic, control, whether permanent or temporary, shall
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(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
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4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and
PROP C&G
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Bridge Specifications, Section 104.04-C.
PROPOSED CURB AND GUTTER
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required under State law.
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including
TRANSITION FROM CG-6 TO CG-6R
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
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
----- -
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
be in conflict with the proposed construction activity. VDOT approval of these plans does not
PROPOSED TELEPHONE LINE
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responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to
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relieve the developer of this responsibility.
LW 25 �
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
EXISTING STORM SEWER
=-"' �z= EX. 15" R(,P
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V5. Design features relating to field construction, regulations, and control or safety of traffic may
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6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
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representative of the developer must be available at all times.
any field revision will be the responsibility of the developer.
PROPOSED STORM SEWER
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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
0
040 `
Control Devices (MUTCD).
land use permits for any work on VDOT right-of-way.
PROPOSED SANITARY SEVER
PROJECT INFORMATION
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged
EXISTING ELECTRIC (SERVICE
-- --- ---- - -
embankment.
and held by the engineer and/or developer with the attendance of the contractor, various County
9.
All pavement sections on the approved plans are minimum sections to be utilized when the actual California
agencies, utility companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE
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PARCEL IDENTIFICATION NO. 43-19-50
STREET ADDRESS: LENOIR DRIVE
Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
EXISTING GAS LINE
--- ----------
TOTAL AREA: 5.44 ACRES
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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.
PROJECT AREA: 1.49 ACRES
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and
PROPOSED GAS LINE
DISTURBED AREA: 1.49 ACRES
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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
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CURRENT ZONING: M-1
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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 USE: TRUCK RENTAL
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
PROPOSED USE: TRUCK RENTAL
and prior to placement.
access to other properties affected by this project shall be maintained through construction. The
FLOW LINE
-` •••- •••� •••- •••� •••- •••i
Developer shall have, within the limits of the project, an employee certified by the Department of
REFERENCE TO SITE PLAN: 09-99
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
FENCELINfE
------- --------- -- ----
on the plans and as required at the field inspection.
control devices and measures for proper installation and deficiencies immediately after each rainfall,
EXISTING POWER POLE
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, and weekly when no rainfall event occurs.
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
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
at the end of construction.
EXISTING WATERLINE �/ �
A T e
LANDSCAPE CALCULATIONS
PERIMETER 1 PER 40 FT.
one litter receptacle shall be provided at the construction site.
V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
PROPOSED WATERLINE W/ TEE
`
684 FT/40 FT = 17 TREES REQUIRED
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.
I
INTERIOR 1 PER 10 SPACES PROVIDED
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
EXISTING FIRE ��T
37 SPACES / 10 = 4 TREES REQUIRED
whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free
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
'TOTAL TREES REQUIRED = 21
condition at all times.
until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
EXISTING TREES TO BE RELOCATED = 5
14.
' Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
PROPOSED WATER METER
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TOTAL PROPOSED TREES = 26
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
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OPEN SPACE CALCULATIONS
sheets, and connections to existing lines.
shall be present to insure the sample obtained is representative of the location. When soil samples
PROPOSED REDUCER
SITE AREA = 5.44 AC 236 966.40 S.F.
(172,933.20
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15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled
�.
IMPREVIOUS AREA = 3.97 AC S.F.
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standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
as belonging to a project which will be accepted by VDOT and that testing shall be conducted
STOP SIGN
PERVIOUS AREA = 1.47 AC (64,033.2 S.F.)
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according to all applicable VDOT standards.
HANDICAP RAMP CG-12
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25% OPEN SPACE REQUIRED (59,241.6 S.F.)
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16.
The location 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
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V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
DENOTES LOCATION OF STD VDOT
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264,033.2 / 236,966.4 = 27% OPEN SPACE PROVIDED
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compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
STANlDA�RA�STRUCI7
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
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utility verification and the proposed construction.
At the direction VDOT Inspector, density tests by
PARKING INDICATOR
12
ALL UTILITIES INSTALLED ON THE SITE
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right-of-way. of performed a qualified
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
MUST BE PLACED UNDERGROUND
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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
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result of his construction project within or contiguous to the existing right-of-way.
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
TEST PIT LOCATION
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18.
When grading is ro osed within easements of utilities, letters of ermission from all involved com anies
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V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and
OUTDOOR LIGHTNING: AS SHOWN LIGHTS SHALL BE
DOWNCAST OR SHIELDED TO
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must be provided toFrederick County Sanitation Authority prior to issuance of grading and/or site
development
further where determined necessary by VDOT Inspector.
HANDICAP PARKING
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PREVENT GLARE ON ADJOINING
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permits.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
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PROPERTIES OR PUBLIC R.O.W. S
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19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
meet VDOT minimum design standards and is the responsibility of the developer.
VEHICLES PER DAY COUNT
100
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project. The relocation should be done prior to construction.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
CG-2 CURB WILL BE PROVIDED FOR THE ENTIRE PARKING LOT
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20.
These plans identify the location of all known ravesites. Gravesites shown on this plan will be protected
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markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
PROPOSED BUILDING ENTRANCE
ENVIRONMENTAL FEATURES
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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
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engineer must be notified immediately.
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
EXISTING LIGHT
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a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on
FEATURE DISTURBED
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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.
PROPOSED STREET NAME SIGN
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FLOODPLAINS 0
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at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
Contact the local VDOT Residency Office with an questions regarding sin material and placement.
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PROPOSED SANITARY LATERAL CLEANOUT
LAKES & PONDS 0
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22.
Controlled fills shall be compacted to 95% of maximum density as determined by method per standard
V18. The developer must provide to the local VDOT office a list of all material sources prior to
WETLANDS >1AC 0
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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
to the local VDOT Residency Office to acceptance of the work. Unit and total
SANITARY MANHOLE IDENTIFIER
12
SINKHOLES 0
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professional engineer and results submitted to Frederick County prior to pavement construction. If a
provided prior prices
be
NATURAL S.W. 0
geotechnical report has been prepared, it should supersede the requirements in this note.
may obscured.
STORM DRAIN STRUCTURE IDENTII�ER
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DETENTION AREAS
,.
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
spreader. Density will be determined using the density control strip as specified in VDOT's Road
1' SITE PLAN°
STEEP SLOPES 0
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to
and
>15% r. "'
or blasting at least two (2) working days, but not more than ten (10) working days, prior commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
EASEMENT LINE
_ __ _
�- _____- ____--�- �� ��
,,,.
WOODLANDS 0 <. - AT
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
checking stone depths, a VDOT representative shall be notified and given, the opportunity to be
present during the construction and testing of the density control strip.
CENTERUINE
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PARKING TABULATION
EXISTING SPOT ELEVATION 12.E
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road
+
PHASE I & II
and Bridge Specifications -Section 315. Density will be determined using the density control strip as
PROPOSED SPOT ELEVATION
115.1
SPACES PROVIDED
APPROVED PLAN 09-99 MAY 10 1999
PLAN REVISION
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests.
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
EXISTING TREE LINE"`�
J ^-'J J` " �`�` �"y��
H/C PHASE I
1
1 NO CHANGE
UTILITY CONTACTS
shall be notified and given the opportunity to be present during the construction and testing of the
a
9x20 PHASE I
8
8 NO CHANGE
control strip.
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
EXISTING '
t �'� 15" '�`�.K 15" PINE
12x25 PHASE 1
12x30 PHASE 1
17
48
17 NO CHANGE
48 NO CHANGE
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
PROPOSED TREE
�� 15 OAK 15 PINE
12x60 - PHASE I
22
19 DECREASED BY 3
Winchester, VA. 22604 Winchester, VA 22604
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12x60 - PHASE II
38
10 DECREASED BY 28
FCSA CONSTRUCTION UCTION NOTES
(540) 868-1061 (540) 869-1111
TOTAL PHASE I & II
134
129 DECREASED BY 5
Power: Allegheny Power Phone: Bell -Atlantic
HATE
REVISION
SEAL
SHEET
P.O. Box 1458 P.O. Box 17398
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
Hagerstown, MD 21741
Baltimore, MD 21297
C®VER
1-800-654-3317
(301) 954-6282
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
1/10/02
REVISED AS PER
PLANNING COMMENTS
Project Name:
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
/� xpINSPECTOR. �
Lot
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
TH
MISS UTILITY 1-800-257-7777
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
Owner: Address, Including Zip Code
& Telephone No.
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
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FIRE MARSHALS NOTE
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
BAR BE BETWEEN 21
P.O. Box 7635
Penske Truck Leasing Reading, Pa 19603-7635
18 AND INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
tK D. S TH
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
"d No.022837
(610) 775-6298
Developer: Address, Including Zip Code
& Telephone No.
Fire lane markings and signage:
Any "No Parking" locations be installed
ASSEMBLY INSTALLED CORRECTLY.
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signs and yellow painted curb will
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
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same as above
b field inspection at the direction of the Fire Marshall's Office.
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A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
`SIGNAL �
same as above same as above
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
S EET INDEX
same as above
FIRE
FLOW DATA: N/A HYD# FIRE FLOW DATA: N/A HYD#
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
Engineer Certifying Plan: Address, Including Zip Code
& Telephone No.
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE
STATIC
PRESSURE = STATIC PRESSURE =
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
SHEET 1
COVER SHEET
151 WINDY HILL LANE
RESIDUAL PRESSURE = RESIDUAL PRESSURE =
THE AUTHORITY WILL INSTALL THE METER.
SHEET 2
SITE PLAN
WWCHESTER, VA 22602
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
EROSION & SEDIMENT CONTROL
GREENWAY ENGINEERING
AVAILABLE FLOW = AVAILABLE FLOW =
DETAILS
(540) 662-4185
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
SHEET 2A
APPROVED SITE PLAN, 09-99
PROFESSIONAL SEAL & SIGNATURE
SOURCE: SOURCE:
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
SHEET 3
LANDSCAPING
DATE:
NOVEMBER
2001
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
SCALE:
N/A
DATE: DATE:
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
THESE PLANS ARE IN CONFORMANCE WITH
APPROVAL
COMPLETED.
COUNTY OF FREDERICK STANDARDS AND
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
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
✓
DESIGNED BY:
HANDICAPPED PARKING NOTE
MDS/JNT
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
REMOTE READOUT IS REQUIRED.
CONSTRUCTION.
ZONING ADMINISTRATOR DAT
Handicapped parking spaces and aisles shall slope
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
Vela iR 5 yrS -�t^ rowl dale
JOB NO. 2237
SHEET
1
OF 3
no greater than 2% in all directions.
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
A REMOTE READOUT IS REQUIRED.
PP
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ER051 ON AND 5ED 11"1ENT CONTROL NARR14T I VE
PROJECT DESCRIPTION
THIS PROPERTY 15 LOCATED IN STONEWALL INDUSTRIAL PARK. THE 51TE 15 WITHIN
FREDERICK COUNTY AND CONSIST OF 5.44 ACRES, OF WHICH 1.49 ACRES WILL BE DISTURB
FOR CONSTRUCTION OF AN ADDITIONAL TRUCK RENTAL 5TOR46E AREA AND A 10' WIDE
GRASS LINED TRAPEZOIDAL DRAINAGE DITCH_
EXI5TING SITE CONDITIONS
THE PORTION OF THE SITE WHICH WILL BE DISTURBED 15 PARTIALLY GRASSED IN WHICH
WATER RUNOFF 15 CONTAINED BY A STORM WATER MANAGEMENT POND AT THE SOUTH END OF
THE PARCEL. AN EXISTING DRAINAGE DITCH WHICH RUNS ALONG THE SOUTHEAST BOUNDARY
LINE ALLOWS OFF 51TE WATER TO EXIT THE SITE. TH15 DITCH 15 LOCATED IN AN EXISTING 10'
DRAINAGE 4 UTILITY EASEMENT WHICH 5ORDER5 THE INTERIOR PROPERTY LINES.
ADJACENT PROPERTY
LOCATED IN STONEWALL INDUSTRIAL PARK
EROSION AND SEDIMENT CONTROL MEJ45URE6
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM
STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK
STRUCTURAL MEASURES
PI-IA5E I:
A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE PROVIDED TO THE PROJECT
AREA AND TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE AND
WASH RACK SHALL REMAIN THROUGHOUT ALL PPA5E5 OF CONSTRUCTION.
EXISTING STORM POND SHALL ACT AS TEMPORARY SEDIMENT TRAP AND DETAIN ANY
SEDIMENT FROM EXITING THE POND. RIP RAP SHALL ALSO BE PLACED TO PROTECT THE
SLOPE FROM EROSION DUE TO WATER RUNOFF GENERATED FROM THE PARING LOT ADDITION.
THREE (3) CHECK DAMS SHALL BE CONSTRUCTED DURING PHASE I CONTROL MEASURES AND
PRIOR TO CLEARING THE SITE. THEY SHALL REDUCE RUNOFF VELOCITY, IN TURN REDUCING
EROSION. THIS WILL ALSO HELP TRAP SEDIMENT GENERATED FROM FROM ADJACENT AREAS
OR THE DITCH ITSELF ALLOWING SEDIMENT TO SETTLE PRIOR TO LEAVING THE SITE.
TREE PROTECTION (338) WILL BE PROVIDED FOR TREES WHICH ARE LOCATED NEAR
LIMITS OF GRADING AND CLEARING
TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL
CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
PH,46E II:
ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT.
ANY SEDIMENT CONTAINED IN STORM POND SHALL BE REMOVED AT COMPLETION OF PROJEC'
TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL
CRITICAL SLOPES (3.1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS
WITHIN SEVEN (1) DAYS AFTER FINAL GRADE 15 REACHED ON ANY PORTION OF THE SITE.
TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED
AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN
FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS
THAT ARE TO BE LEFT DORMANT FOR MORE THAN 51X (6) MONTHS.
TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND
PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE
MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY
AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING.
MANAGEMENT 5TRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND
END AS QUICKLY AS POSSIBLE.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE
MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE
PROGRAM.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE
CLEANED UP AND REMOVED.
ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER 4 GAS SUPPLY TRENCHES ARE TO
BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BAGKFILLING. NO
MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME,
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF
COMPLETION OF GRADING.
DRAINAGE 5WALE5 SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN
WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED.
DEVICES L15TED ABOVE ARE CON51DERED MINIMUM ER0510N AND SEDIMENT CONTROLS.
ADDITIONAL CONTROL MEA5URE5 MAY BE NECE55ARY DUE TO CONTRACTOR PHASING OR
OTHER UNFORESEEN CONDITIONS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE
ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND
CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE
STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK
MAINTENANCE
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE 51TE SUPERINTENDENT OR HIS
REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 05 INCHES
OF RAIN PER 24 HOUR PERIOD, 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 OF GRASS IS MAINTAINED- ALL AREAS SHALL BE FERTILIZED
AND RESEEDED AS NEEDED UNTIL GRA55 15 ESTABLISHED.
THECONTRACTOR 15 RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A GLEAN, DUST
AND MUD FREE, CONDITION AT ALL TIMES.
PHASES OF LAND DISTURBANCE ACTIVITIES
I. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE I ROCK CHECK
DAMS 4 CONSTRUCTION ENTRANCE).
2. PLACEMENT OF SEDIMENT CONTROL DEVICES.
3. OBTAIN IN5PECTOR'5 APPROVAL PRIOR TO BEGINNING CLEARING AND GRADING
OPERATIONS.
4. CLEAR AND GRUB REMAINDER OF SITE.
5. ROUGH GRADE SITE,
Co. INSTALL DRAINAGE DITCH WITH SEDIMENT CONTROL.
1. FINAL GRADING.
8. RESTORATION AND STABILIZATION OF DISTURBED AREAS.
9. REMOVE EROSION AND SEDIMENT CONTROL MEA5URE5 WITH THE APPROVAL OF THE
INSPECTOR
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT).
1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
I �
l j
FLOW 111
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4
.00
FLOW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
WIRE
SOURCE: Ada d from Installation of Straw and Fabric Filter ]farriers for Sediment Control. PLATE. 3,05-1
3heeool A
CLASS I RIPRAP
RCE: VA. DSWC
PLATE. 3.20-1
STONE CONSTRUCTION ENTRANCE
70' AMN.
F1
FILTER CLOTHS e' dMN. I Al
SIDE ELEVATION
70' 10N.
e
I Tl
/2' UK
10' AON.
IXI57ANC -
PAH711ET/T
HWT /1 I -POISRNE DITAMNGE 0' \
COURSE AGCRE7.A7E B TO SEOAWENT
TRAPPMG MICE
• MUST DaEND FULL MOTH
OF MRMS AND EMM
OPEWWN PLAN VIEW
JLL; I IUN A -A
REAVFOIRCED CONCRETE J OWN SPACE
SECTION B-B
SOURCE-• AWT9 from IZJ llory/ond Standoids for So17 erosion and Sediment Conba; and Vo. DSNC Plate J02-1
SILT FENCE CULVERT INLET
PROTECTION
DISTANCE IS 6' MINIMUM IF FLOW
IS TOWARD EMBANKMENT
FLOW
OPTIONAL STONE COMBINATION
11 1 1.5'
FLOW
•VDOT /3, #357. %5, 156 OR /57 s;i vvoe PAAsKMl It
TO REPLACE SILT FENCE IN HORSESHOE ' WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
SOURCE: ADAPTED from VDOT Standard Sheds and Va. DSWC
.5'
ecc I PIPPAP
PLATE. 3.08-1
CULVERT INLET SEDIMENT TRAP
'STORAGE REQUIREMENTS EQUIVALENT
TO THAT OF TEMPORARY SEDIMENT
TRAP, STD. & SPEC. 3.13
67 C.Y./ACRE WET°RAGE PERSPECTIVE VIEW
(BELOW BASE OF STONE)
67 C.Y./ACRE DRY STORAGE
(BASE OF STONE TO TOP
OF STONE BERM) PIPE INVERT NATURAL GROUND
RIPRAP HEADWALL
11• yr, • c -, r r .���� !�1T��p11 1��_
• r, i-�� aim_
CLASS I RIPRAP
VDOT Ij3. #357. OR #5 COARSE AGGREGATE
MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
AT 1/2 VOLUME``SI
OF WET STORAGE AREA
ELE
SOURCE: NORTH CAROLINA SEDIMENT CONTROL VCOMMISSION PLATE. 3.08-
2
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MDn URES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn Per Acre
- Commercial or Residential 200-250 lbs.
Kentucky 31 or Turf -Type Tall Fescue 90-100%
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 (3:1 or less)
- Kentucky 31 Fescue 128 lbs.
- Red Top Grass 2 lbs.
-Seasonal Nurse Crop** 20 lbs.
150 lbs
Low -Maintenance Slope (Steeper than 3:1)
- 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 Foxtail Millet
November through February Winter Rye
•00 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-maintance mixtures during warmer
seeding periods; add 10-20 lbs/acre in mixes.
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stormwater !1
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Area
PRoP. 2' PROPOSED S.W.MF. WILL ACT"
AS SEDIMENT TRAP. OUTLET
PROTECTION WILL BE PROVIDED
ALL SILTATION RETAINED WILL
BE REMOVED.
Prot.) (fit
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TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates Species (lbs./acre)
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
& 50 - 100
Cereal (Winter) Rye
(Secal cereale)
Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100
(Lol um multi-florum)
May 1 - Aug. 31 German Millet 50
(Setaria italics)
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker 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.
RE5PON518LE LAND DISTURBER
NAME:
GERTIFIGATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER
15 THE PARTY RESPONSIBLE FOR
GARBING OUT THE LAND DISTURBING
ACTIVITY A5 SET FORTH IN THE PLANS.
EROSION/SEDIMENT CONTROL LEGEND
NO.
KEY
SYMBOL
3AV2
O
3D5
O
X X -X
320
CD
338
O
O-O O
LCG
DESCRIPTION
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
SILT FENCE
CHECK DAMS
TREE PROTECTION
LIMITS OF CLEARING 4 GRADING
GENERAL NOTES
1. CONTRACTOR MUST CONTAIN ALL MUD ONSITE 4 NOT TRACK ONTO ROADS
2. CONTRACTOR MUST OBTAIN LAND D15TURBANCE PERMIT 4 SCHEDULE PRE-CON5TRUCTION MEETING
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SCALE: AS SHOWN
DESIGNED BY: MDS/JNT
JOB NO. 2237
SHEET 2 OF 3
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t I LENOIR CITY / POLY PROCESSING
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43-19-30 \a ,—� COMPANY OF VA COMPANY, INC
ALLEN R. KNOTTS, JR t DB 888, PG 1377 I
DB 609, PG 864
DB 681, PG 614 I I I ZONED : M-1 ZONED : M-1
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USE
OINDUSTRIAL \ 1L
— — � J USE IIIDUSTRIALI11` Ex 18" RCP ( _ I USE .INDUSTRIAL
\ df "-------------�e Inv in = 704.3'
1 ` Sight Distance Inv out = 703.8' I
I � \ � 62' ®0.8� I \ \ Sign ♦ ♦ ��' �� 03 0'+ 500'+ I t
Telephone�Ped �� ��
Power Pole S 40.33'20" E 45999' ---- ----- -- ---- �o - o-- -- --`-- - —
� Existing 8 Waterline -
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Sign 70 _ \
CENTURY LANE-RTE 862 48' 50' \\ 34' 25' 48' ---� s — \ Ex SSMH
Ex 43 x27 ACMP's ��� Top = 710.5 _
_----------------- 'Pt =-'Yb- y
Inv in = 700.9' 60 R/W 35 MPH � � � � s � \�-'`"` P �\
' DB 716 PG 631 \ ` I
! Inv in = 707.1' I _ ° o° qs �qy Inv in - . ,70
Inv out 700.8 �' " c• r• o• \ Y 1
Inv out = 706.1' 3 ------ ---- ,�".�—'�' — EP _.._�- — ♦I
80' 6- 1.257 I / ,--- Gas Marker _ _-----------
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Top = 71--- _ I G�s Marker Iry — _ ----- a — — —-z'---� `r � T_- _-� ;.w 25' PARKING SETBACCI \ �` ..� .�� y \ — _,\
Inv in - 700.1' cis ---- 6 7`��Od
Inv out `= 699.9' -� " 8a 83 �/ - 81 18a 92 7i " `♦\ `� `�Og`�`` \\�\` I ,� �'� \
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RADIUS 40.00 I t -- —� / •+ _--'+- 9 ��
`ne I / 9� — — / / S �o — — _ _ - •°d ,ov 'T,'km t �, 75' BUILDING SETBACK 1 I I
ARC 62.79 II II _
TANGENT 39.96' 111� I •'� �/-___---�70 — /� oCHORD 09 — — - ®—— • 4 —.— _._�.— — -- -- `— Proposed o—sed.6' —tal—1 ch—ain--
S 85.31'23" W - 56.54' r° �linksecurity fence with
, ed wire }' - --�I�—`'7-0-6` `1•I-��I 1 II II I`i) a.
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p. op. he owner will
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I�''r w x I I :., I♦� i `°' fit, a the esigns for the swing
Ex 24"CMP's �\ I t m `♦ • l p4� `� 03
• a' and sliding gates.
.� 1 ♦� o ►+ v� `. 5 1 ! Oil " THIS AREA CAN NOT I I I I
I I �!` I -. �♦ I \� 'R ; aSep. • , . INTO A PARKING LOT UT I I I I I
a I I 1 w - _ ♦ \ 4 PVC 1.51t ® PRIOR APPROVAL FROIT �M -
A I 0 cti� \ I \\ 10 \ 11 a _ a dPLANNING DEPARTMENT r
I ( �"� _ \ \ ` 11 A REDESIGN OF THE
Ca I I c z pa� \ 5 i 0� ..: .. =. Apibn r i s MANAGEMENT AREA. ( I I
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43-19-13 t I I z' ` \ \\ i 22 Q, W - I � a
GARY D. 71 i.3' I " 500 gallon 10 i ,�• ": c .d W t7 0.
VANSICKLER I i " 1 ,` I \ \ 9 \\ "Penske Truck Rental •.. Taste Od •: `° I
DB 524, PG 24 + Storage I
In I I I N , \ \ Building : Metal. Tank I o w ZONED M-1 i I I L �oe t I ' hers \♦ 3 Service Bny�s \ o iia Fuel Lland ' 22 a ,'j' w • I � 1� ����22\
USE INDUSTRIAL I I t5 t \ ♦ Height 22.0 \ m ,P Canopy : Metal ,,'- • • ®
Hat>�roo ♦♦Area 8,000 sf `? 12 000 n Gas .. - 1 c9 oa o " ♦ t t I t
0' \ \ `° \ `.F. 711.50' I Height : 22.0 ` . / 20,000 g on Diesel M E' ♦♦ \ �
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712.0' , I / I 1 - , \ y i. FOR PENSKE TRUCK..` I i i II I
• VDOT FIELD INSPECTOR
WII,L DETERMINE THE
NEED OR PLACEMENT
OF CG-12 WHEELCHAIR
RAMPS IN THE CG-11
ENTRANCES.
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11 ',' I ♦ ♦ ♦ ♦ , • . I \ 0 A t t III I
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20'--t}R�AII!,GE &'�TTf.Ig'-Ii,St ~ ` --'`` - -- - ----
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Remove Eristing CG�2 within 1 of EP and x -' x ----- x �>E-----� ~x `- "z"=t--x --•— �r--� "7e x x x x I I
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1 AUSTIN J. KING I
DB 639, PG 10 I
ZONED : M-1 —POLE MOUNTED LIGHTS
USE : INDUSTRIAL 2 EACH AT 200 WATTS I I
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CENTURY GRAPHICS
CORP
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ZONED : M-1
USE : INDUSTRIAL
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SCALE: 1" s 30' ,
DESIGNED BY: Oates
JOB NO. 2237
SHEET 2 OF 4
1®
9'
RUBBER HOSE
GUY WIRE 012 GAUGE
TURNBUCKLE
TREE WRAP WITH 50% OVERLAP
FLAGGING TAPE ON EACH WIRE
2" DOUBLE SHREDDED HARDWOOD
MULCH/3" SAUCER PLACE TOP 1/8"OF
ROOTBALL ABOVE FINISH GRADE
3 STAKES
BACKF I LL
ROOTBALL-REMOVE TOP 1/3 OF
BURLAP AND CUT ROPE AND/OR
REMOVE WIRE BASKET FROM BALL
LIGHTLY COMPACTED SETTLING MOUND
TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER
TREE]
(NOT TO SCALE)
LANDSCAPE SCHEDULE:
A
QTY.
50TANICAL NAME
COMMON NAME SIZE (MIN.) SPACING CONT. REMARKS
AS
10
Acer scharinum
5UGAR MAPLE 2" CAL. AS SHOWN 545
FA
11
Fraxinus americana
"AUTUMN PURPLE" ASH 2" CAL. AS SHOWN 545
GOO
36
Hedzit Hollys- EXTENDED HEDGE FOR SCREENING
5
EX15TING TREES TO BE
RELOCATED
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SCALE: AS SHOWN
DESIGNED BY: MDS/JNT
JOB NO. 2237
SHEET 3 OF 3