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HomeMy WebLinkAbout12-04 Frederick Block - Industrial - Stonewall - BackfileGENERAL NOTES VDOT GENERAL NOTES LECEND VICINITY YAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current Count construction standards and specifications and/or current VDOT standards and specifications. Y P / P 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation P g g P P (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation VDOT Road and Bridge Specifications and Standards, the Virginia Erosion and P (VDOT) g P g 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 govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration and. VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including 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 be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision will be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. EXISTING INTERMEDIATE CONTOUR - - - - _ ^ ` EXISTING INDEX CONTOUR - -- --- --- 330 PROPOSED CONTOUR 40 EX E/P EXISTING EDGE OF PAVEMENT PROP E/P PROPOSED EDGE OF PAVEMENT EX C&G EXISTING CURB AND GUTTER PROP C&G PROPOSED CURB AND GUTTER CG-6 � CG-6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T T _. 1 15 RCP EXISTING STORM SEWER �� PROP. 15 RCP _,,. PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER SCALE 1'= 1000' �1P UJ W z ♦ R V Z UJ c� co 00 � C\2 � ¢ a�CV co '� m N CO M ��r � 0 i ,n �EX. L x W i W a d 0 v a� r, 9 r, � � � E- NSER� 5 I ® ® ® `� �' zSITE � "TM W. �- T D p INFORMATION Pd b ®e/ ECT 1 NFOR�[YdA Td ON 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California Hearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed for actual determination of required pavement thickness prior to placement. All final pavement and base course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true support values of the soils in the subgrade. Final pavement design shall be submitted during construction and prior to placement. i0. All roadside ditches at grades of more than 5% shall be g paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessaryto insure that the streets are maintained ><n a clean, mud and dust free condition at all times. 14. *Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The 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 prior to construction. The contractor shall inform the engineer of any conflicts arising from ails existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which. occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. P P 19. The developer will be responsible for the relocation of an utilities which is required as a re: ult of his P P Y q project, The relocation should be alone prior to construction. V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties; affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified b the Department of P P , Y P Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.TANDARDS Vli. All water and sewer )lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. P Y g 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 until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testingis required, a VDOT representative shall be reset to insre the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted to all applicable VDOT standards. V14. 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 AASHTO T-99 Method A, within plus or minus 2,% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V16. The installation of any entrances and mailboxes within any dedicated street right -of -gray shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to acceptance b VDOT of an streets, an required street si na a and/or pavement P Y Y Y q g g / P EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE 6 PROPOSED GAS LINE PROPERTY LINE - - FLOW LINE -.. - -• -•- -• FENCELINE EXISTING POWER POLE -aPROPOSED EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE ' TiT' � T e PROPOSED WATERLINE W/ TEE �' '� T- EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER m EXISTING REDUCER __ --___ ,., PROPOSED REDUCER jµ -o- STOP SIGN HANDICAP RAMP (CG-12) �_ / DENOTES LOCATION OF STD VDOT CG-12 OR PJt�oIgDIL ON0 STAND RA ` NSTR CI'I PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL. PARKING SPACES 12 TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE SITE LOCATION : FREDERICK COUNTY EX STREET ADDRr SS : 1040 MARTINSBURG PIKE PARCEL IDENTIFICATION h10., 54A-1-15B LOT AF'L�A� 4.52 ACRES DISTURBED AREA _e 3.70 ACRES CURRENT ZONING B2 & B3 CURRENT USE INDUSTRIAL PROPOSED ZONING 82 & B3 USE INDUSTRIAL BUILDING HEIGHT_ MAXIMUM ALLOWED = 60' PROPOSED = 35'-MAXIMUM SICNS: 3 NEW WALLS. SIGNAGE MUST CONFORM WITH THE OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE. BUILDING SETBACKS: REQUIRED: FRONT: 50 PROP: FRONT: 62.74 SIDE: 15' SIDE: 239.17' REAR: 15' REAR: 107.88' PARKING CALCULATIONS REQUIRED PARKIIeG FOR OFFICE REQUIRED PARKING FOR WAREHOUSE AREA OFFICE=1 SPACE PER 250 S.F. 1 SPACE PER 1 EMPLOYEE .- 8687 S.F./250 S.r.=35 SPACES 10 EIMPLOYEES=10 SPACES TOTAL REQUIRED PARKING=45 SPACES TOTAL PROPOSED PARKING=45 SPACES REQUIRED HC PARKING FOR 50-75 SPACES=3 HC SPACES PROPOSED HC SPACES=3 OPEN SPACE CALCULATIONS ALCULATIONS F.A.R. CALCULATIONS OPEN SPACE PROVIDED=155,841 S.F. LOT AREA=202,417 S.F. SPA -. BUILDING AREA=20,848 S.F. 25% OPEN Ss , _-E REQUIRED= 202,417 S.F. X :x.2`-50,604 S.F. 20,848 S.F./202,417 S.F.=0.10 F.A.R. 155,841/202,417=C).75% Or LN SPACE PROVIDED _ LANDSCAPE CALCULATIONS nTAL -"?OPOSED IMPERVIOUS PARKING LOT AREA=30,451 S.F. r 30,45 , _S.F./2,000 S.F.=15 PERIMETER PLANTINGS, PROVIDED '15 a) 0 N a, d .0 W co Z 0 Ul Ga U) E- W � O O Q > W W 04 W E- P4 �V. O O Q � W W 0 to W U W 0 <4 Ei Z � O U 04 04 W W E-i <C Q oCD � CO o __1 C:) 0 CDaccording a' 0 H OF � � � MARK D.. SMITH � '� N0.022837 ---� �� / 7 I IC�� 111.1 �'S 1pNAL 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. markings must be installed by the developer or at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. EXISTING STREET LIGHT}' PROPOSED STREET NAME SIGN + REQUW1 FT' INTERIOR PARKING LOT = 5% AND 1 PER 10 SPACES 4'5. SPACES/10 = 5 INTERIOR PLANTINGS, PROVIDED 5 TOTAL REQUIRED PLANTINGS=20 TREES TOTAL PROVIDED PLANTINGS=20 TREES - PROFFERED SCREENING REQUIRED=39 TREES, PROVIDED 39_ 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blastingat least two 2 working days, but not more than ten 10 working days, prior to commencement ( g Y ( ) g Y P of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick Count appear below. These numbers shall also be used to serve in an emergency condition. Y PP g Y V18. The developer must provide to the local VDOT office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. 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 and Bridge Specifications 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 checking stone depths, a 'VDOT representative shall be notified and given the opportunity to be g P P s PP Y present during the construction and testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as 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 shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O EASEMENT LINE CENTERLINE - - EXISTING SPOT ELEVATION 12 0 + PROPOSED SPOT ELEVATION 7153 EXISTING TREE LINE° EXISTING TREE 15" OAK 15" PINE ^ PROPOSED TREE ���� 15" OAK 15" PINE `" RESPONSIBLE LAND DISTURBER r NAME: k �.,t C'ERTIFICATION I i DATE: ice' ..,3 J ��F� ar�: � `°`�� THE RESPON5I15LE LAND DISTURBER f IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACIDITY A5 5ET FOi�TH IN THE PLANS. E-+ w > W a U) �, �' Z ® U1 Q; �, U O y w UTILITY CONTACTS TRIP CENERA TION DATA Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1111 Power: Allegheny Power Water: City of Winchester Phone: Verizon P.O. Box 1458 Rouss City Hall P.O. Box 17 398 MD 21741 15 N. Cameron St. Baltimore, MD 21297 CLASS _ USE PER S.F. TOTAL S.F. TRIP RATE USE VPD 814 -- -- SPECIALTY RETAIL CETrER 1,000 S.F. 14,525 S.F. 5 PER 1,000 S.F. OF GROSS FLOOR AREA 73 1'CSA CONSTRUCTION NOTES` 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. DATE REVISION COgerstown, (� VER SHEET 1-800-654-3317 Winchester, VA 22602 (301) 954--6282 (540) 667-1815 MISS UTILITY 1-800-552-7001 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 INSPECTOR. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY, 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. A.) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. B.) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4", AND 1" WATER SERVICES. C.) FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. D.) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. In � Q W W (� �Y" o X {�• E-I LL U) �•�� Project Name: FREDERICK BLOCK 1,f A T� C'� ZIA T 95 11T®T L7 FIRE d L►�A a S d� 1 V L MARSHAL - Owner: 1040 MARTINSBURG PIKE FREDERICK BLOCK, CO. WINCHESTER, VA 22603 (540) 667-1261 I Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# STATIC PRESSURE = STATIC PRESSURE = RESIDUAL PRESSURE = RESIDUAL PRESSURE = AVAILABLE FLOW = AVAILABLE FLOW = OXNERS .CERTIFICATE I HEREBY CERTIFY THAT THE PROPERTY CONTAINED IN THIS SITE PLAN IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS OR TRUSTEES. 9 , &77 A, d� Developer: _ NA DATE SHEET T INDEX Engineer Certifying Plan: 151 WINDY HILL LANE SOURCE: SOURCE: DATE: DATE: 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. 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. COVER SHEET SHEET 1 OF 11 E&S CONTROL & DRAINAGE DIVIDES SHEET 2 OF 11 EROSION & SEDIMENT CONTROL DETAILS SHEET 3 OF 11 DEMOLITION PLAN SHEET 4 OF 11 GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 DATE: FEBRUARY, 2004 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SITE PLAN SHEET 5 OF 11 GRADING PLAN SHEET 6 OF 11 APPROVAL, SCALE: N /A HANDICAPPED PA INITr NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. UTILITY PLAN SHEET 7 OF 11 LANDSCAPE PLAN SHEET 8 OF 11 SIGHT DISTANCE PROFILE SHEET 9 OF 11 SITE DETAILS SHEET 10 OF 11 2,1 FREDERICK COUNTY ZONING ADMINISTRATOR DATE DESIGNED BY. CR Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 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. COMPUTATIONS, PROFILES & DETAILS SHEET it OF 11 SITE PLAN VALID FOR 5 FIVE YEARS FROM DATE OF PLANNING DEFT APPROVAL ( ) FILE NO. 3171 * SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 11 W3 AREA TABULATIONS AREA EXISTING PROPOSED_ GRAVEL 70,591 SF 65,208 SF ASPHALT 49,658 SF 43,593 SF ROOF 10,900 SF 20,848 SF TOTAL 1 131,149 SF 129 649 SF WEIGHTED "C Pre" COMPUTATIONS TOTAL AREA=3.01 AC. 1.62 AC/3.01AC.==0.5382 X 0.75=0.4037 1.14 AC./3.OIAC.=.3787 X 0.90=0.3409 `x /-E-X\ 0.25 AC./3.01AC.=.0831 X 0.90=0.0748 \L01) WEIGHTED C Pre = 0.8194 ,/ �\ WEIGHTED r.L) lka rutil COMPUTATIONS TOTAL AREA=3.01 AC. 1.50 AC/3.01AC.=0.4983 X 0.75=0.3738 1.00 AC./2.01AC.=0.3322 X 0.90=0.2990 0.48 AC./3.01AC.=0.1519 X 0.90=0.1431 WEIGHTED C Post = 0.8159 "NO SWM RE-Q-kj-lREDv---------------- zoo, 7\, E r W1 WASH RACK OFF -51TE TO EX. 2 G=0,80 CA = 0.58 I = (0.80 FT 3.94 CF5. LIMITS OF CLEARIN6-­---- 4 GRAD ING TO EX. 5 (JC = 030 i I 11600 (Z = 3[S4 lCF a _----SEE OVERALL DIVIDES SHEET 11 U6. ROUTE MARr1A16aA-* AIARIABILE all0r14AM.) `STONE TO EX, 4 A=0.19AC, C = 030 CA = 0.5 =3.94 CF6. T' - ----- <1 LIMITS OF -'--CLEARING 4 GRADING If i 141.33 AC 1 C=0.00 i . CA= 1.0( 0 I = (0.50 Q =124 CFS. Z:� L- I'M I TS ut- ---CLEAANG 4 GRA ll'NL3 r 50 00 AREA TO SILT RAP 111-1.04 AC. 00 0(0 Oro -.- "I 0a 02 00 00 00 02 02 — Ob 00 0 02 02 ST 2 01— mm oo 02 02 77 02 0 0(0— EX yy EX SILT TRAP TABULATION 5T-2 AREA = 1.10 AC. REQUIRED STORAGE = 150 CY PROVIDED = 60' X 30' X 4' = 2(ol CY LENGTH OF OUTLET STONE = 11' SILT TRAP TABULATION 5T-1 AREA = 1.84 AC. REQUIRED STORAGE = 241 CY PROVIDED = 60' X 30' X 4' = 26l C LENGTH OF OUTLET STONE = 11' LIMITS OF CLEARING THIS SHEET FOR EROSION AND SEDIMENT CONTROL ONLY!!! x 30 15 0 30 60 SCALE: 1 30' 0 C\1 z cc w C) ui z 0 z ujc\l 0 LO CD 00 CQ c\I c\l 00 CD CQ Q0 to 1 0) 0 Lo c\j Lu uj 0 Lo Q) E- fl, w cil cf) E- E- z z 0 00 E- 5 E- 0 E0 - Z �:) Q p 0 > > u X x fill w w W 0. CLI a_, CS CO Cc C\2 co m C) C) c:) MARK D.. SMITH No,022837 -414 L ( 07:5 DATE: FEBRUARY, 2004 SCALE: I" = 30' DESIGNED BY: CR FILE NO. 3171 SHEET 2 OF 11 7_- AQ TYPICAL TREATMENT- 2 SOIL STABILIZATION MATTING SLOPE INSTALLATION NNM FILL SLOPE SECTION �- SOIL STABILIZATION MATS SHOULD Q , BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS. Q 5 NOTE: SLOPE SURFACE Q SHALL BE SMOOTH Q AND FREE OF ROCKS, LUMPS OF Q 5, DIRT, GRASS AND STICKS. MAT SHALL Q BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. I - TOE MAINTAIN SLOPE ANGLE WET SLOPE) TREATMENT - 2�_ POLYPROPELYENE NON -WOVEN (NEEDLE PUNCHED) GEOTEXTILE FILTER CLOTH BEHIND TREATRI NT - 2) \ SOIL---_ DIRT SHALL BE TAMPERED PRIOR TO LAYING TOP LAP OVER BERM TRENCH INTO BERM AND PROGRESS DOWNSLOPE SLOPE LINING TOP OF CUT SLOPE DRY SLOPE u-0111U1tCE TREATMENT - 2 SFRSVal ERA BOTTOM OF FILL SLOPE- BOTTOM OF CUT SLOPE BOTTOM OF CUT SLOPE tRQR SP0011N DER SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.36-5 FENCING AND ARMORING DRIP LINE SNOW FENCE 00 00 I ow I �rrrl 00 BOARD FENCE /w 00 CORD FENCE PLASTIC FENCE CORRECT METHODS OF TREE FENCING 4. �I1.,1�II •• CORRECT TRUNK ARMORING w � TRIANGULAR BOARD FENCE SOURCE: VA. DSWC PLATE 3.38-2 2' TEMPORAR Y SEDIMENT TRAP 1'I VARIABLE' ORIGINAL I VARIABLES_ GROUND li ELEV. \ 67 CU. YD./ACRE VARABLE* N i 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 � / FLOW - III II 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW G �IIIJII -ei EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Instaltation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Rernod k I; MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) 67 CU. YD./ACRE 1 (EXCAVATED) 4 FILTER CLOTH ORIGINAL GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET I W H UO W CLASS I RIPRAP LENGTH (IN FEET) = 1.5 0.5 2.0 6 X DRAINAGE AREA 2.D 1 .0 2.0 / (IN AC.) 2.5 1.5 2.5 DI DIKE ON � 3.0 2.0 2.5 IV 3.5 2.3.0 4.0 3.0 H0 H 0 4.5 3.5 4.0 - 5.0 4.0 4.5 0 ' COARSE AGGREGATE EXCAVATED FILTER CLOTH COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC - PLATE. 3.13-2 SOURCE: VA. DSWC ORIGINAL GROUND ELEV. PLATE. 3.13-1 STONE CONSTRUCTION ENTRANCE 70' MIN. A � EXISTING PAVEMEN� 3 5:1 j fILTER CLOTH-� r �ylN MOUNTABLE BERM A (OPTIONAL) EXISTING 72' MIN. SIDE ELEVATION 70, MIN. Ei r WASHRACK 1-wor /7 I I-Paslnb£ DRAINAGE COURSE AGGREGATE 6 TO SEDIMENT 1 TRAPPING DENC£ • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION PLAN VIEW JLC; I IUN A -A REINFORCED CONCRETE -7 DRAIN SPACE SECTION B-B SOURCE • ADAPTED from 1983 MD�and Standards for Sol? erosion and Sediment Control, and Fo. DSWC Plate J02-1 TEMPORARY DIVERSION DIKE 4.6' min. SOURCE: VA. DSWC PLATE 3.09-1 ER0510N/SED IMENT GONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 OGE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 5F X- - - SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.08 CIP CULVERT INLET PROTECTION 3.013 DD D TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.11 RWp RWD TEMPORARY RIGHT OF WAY DIVERSION 3.12 DV DIVERSION 3.13 5T -►- TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 3.20 CD --' --' -- ROCK CHECK DAMS 3.33 SO SO SODDING 338 TP 0-0-0 TREE PROTECTION LCG LIMITS OF CLEARING k 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 05ION AND SEDIMENT CONTROL NARRATIV PROJECT DESCRIPTION THE PROPERTY 15 LOCATED IN FREDERICK COUNTY AND FRONTS ON RT. II-MARTIN55UR3 PIKE. THIS 51TE 15 TO BE DE\/ELOPED AS SHOWN HEREON. SWAP 15 NOT REQUIRED. THE TOTAL PROPERTY CONSISTS OF 4.52 ACRES OF WHICHAPPROXIMATELY 3.10 ACRES WILL BE DISTURBED FOR CONSTRUCTION. EX15TING 51TE CONDITIONS THE SITE 15 CURRENTLY USED AS BLOCK AND BRICK YARD WITH EXISTING BUILDINGS AND PARKING. SLOPES RANGE FROM 2 TO 4 PERCENT THROUGHOUT THE PROPERTY. ADJACENT PROPERTY THE SITE 15 BOUNDED BY RT. 11 TO THE WEST, BY C5X RAILROAD TO THE EAST, BY M2 ZONED PROPERTY TO THE SOUTH, AND BY RP ZONED PROPERTY TO THE NORTH. ER05ION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEA6URE5 SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). STRUCTURAL MEASURES A CONSTRUCTION ENTRANCE WITH WA5HRACK SHALL BE PROVIDED TO THE SITE FROM RT. 651. RUNOFF FROM THE ENTRANCE 51HALL 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 51TE VEGETATIVE MEASURES PERMANENT OR TEMPORARY 501L 5TA51LIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING 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 5TABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN 5TOCKPILED 15 TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL FILL AREAS AND POND EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR 5TRAW1) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER ALL FILL FILL SLOPES OF 2:1 OR GREATER SHOULD HAVE MATTING AND CROWN VETCH TO PREVENT ER05ION AND ALLOW FOR LOW MAINTENANCE AS IT 15 DIFFICULT TO MOW A SLOPE WITH A 2:1 RATIO. CONSTRUCTION SEQUENCING 1. INSTALL CONSTRUCTION ENTRANCE AND WASH RACK 2. INSTALL SILT FENCE 3. CONSTRUCT DETENTION POND/SEDIMENT BASIN 4. BEGIN CLEARING AND EXCAVATING 5. INSTALL CHECK DAMS AND OTHER PROTECTION MEASURES MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE, SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE 51TE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED :I;:D AND REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDII _' SAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO TH05E SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE VETCH. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HI5 REI~'RESENTATIVE. 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 15 MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. 15 TRAPPED SEDIMENT 15 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 CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. PERMANENT 5TA51LIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VE5CH. SEEDING NOTES: I. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4". 2. PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF 92 L55. PER 1000 5F. (2 TONS PER ACRE), 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 L55. PER 1000 5F. (1000 L55. PER ACRE). 4. SEED MIX SHALL CON515T OF 61% KENTUCKY 31 TALL FE5UE AND 33% SERICEA LESPEDEZA APPLIED AT THE RATE OF 120 L55. PER ACRE. 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LISS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. (o. IRRIGATION SHALL BE PROVIDED AS FOLLOWS: 2 SPIGOTS NOTES: I. A LAND DISTURBANCE PERMIT NEEDS TO BE APPLIED FOR AND ISSUED BY FREDERICK COUNTY PUBLIC WORKS PRIOR TO INITIATING ANY SITEWORK. 2. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. SILT TRAP TABULATION 6T-2 AREA=1.10 AC. REQUIRED STORAGE = 158 GY PROVIDED = 60' X 30' X 4' = 261 GY LENGTH OF OUTLET STONE = 11' SILT TRAP TABULATION 5T-1 AREA =1.04 AG. REQUIRED STORAGE = 241 GY PROVIDED = 60' X 30' X 4' = 261 GY LENGTH OF OUTLET STONE = 11' 0 Z W o w V Z W 0 (C) L0 00 C\1 r, a)CU c\1m f0 C\2 CD LO x> LO � LiJ w a, Ln .�-I E- 44 In 1n 0 d y U) U) U W E-a E-+ CJ z z z z O O O r- I E, E , z > O O o > > w w w a a a, W W W W o 0 0 �00 a' Q ci CO CO 0 0 0 OP MYRK D, SMITH v 1-0 No, 022837 ti `SIGNAL EE- U U ~_ O O �z � J E-I O U E-' 0 w U �D o W w MU_ Q z-, O cr Z O co W DATE: FEBRUARY, 2004 SCALE: N/A DESIGNED BY. CR FILE NO. 3171 SHEET 3 OF 11 : � .� y� \� � � < � /� • ��� 2 J�/� w^ » �< J � \ v��< \� .: � EX. CILM EX. C 4Cx PIN 54A-1-158 SNOCKEY INDUSTRIES INC. 0.11 ACRES ZONE: B2 USE: COMMERCIAL EX. Ep PA Fz' :OX. EX. POWER POLE TO REMAIN EX. CG-2 TO BE REMOVED EX. ASPHALT TO BE REMOVED EX Ep Ex. CG-2 TO BE REMOVED -2 TO BE_ REMOVED_ EX ATION EX. ASPHALT 3' SEPER ._.. _.... T TO BE REMOVED EX STONE WALL ATION , i ,I _ f I iI .,.. I, . f•'•I + PORTION N OF EXt 1 ::::: .. ..:'.�..... STONE WALL r0 .. .....,.. .... ( ... .1.'. ........... I...... r.. <� ..... • .... ......... ........ ................ .'�•EX�A$ . •SALT Ep - o:. Qm .....:?..a. .'.BE'. PM�d fg. �Lv)`p..'.'... -=- : '. :':':':•:':•:':•:•:':•:•:•:•... .•I EX. GAS VA LVE L VE :..�•.E EX.GASM TER BE RE SET .....:tAND PIPINGAS REQUIRED ............... : TO BE REMOVED m ............... t ,1 a t� :I. c I~ '.I t i .. EX -ASPHALT TO REMOVED i :'.�: i I ::........ k �v _ . Q w I� .�0--_. '�, EX. BRICK WALKS Y t REM TO M 6E O � RE vE I z - D I-vx..+c..w 1 G 11 1 �r z 4 X Ll w .•:' A P L ..1 � ..... � P EL 6 O TION OF X. GRAVEL '4 I R E u BE.•RE.MC?. ED � �•�! :1 O - r . ................. i i X BRICK - - - '•� •••••'�'�•�''•'•�'�''• TO BE REMOVED ' 1 E BRI WALK , MAiN� • Q.'RE U t0REMOVED I . , • BE .IS X TY. .............. E_ .. ...... , .... ..E BR . IUALK. } •1 �t 'AIN • REM AIN .'REM f 44 is I X } o :.I 0 0 0 I I 11 '•1 I I 1 •.. r �-" I N 54 P A 19 . >.. :: - ... .. ` 1. _-- _ � � �� JOHN D. GLOVER 4 SONS, INC. T. , .,. X 1 STO :•:I �.-y.. ................ E RY I :'I _ REMA N - -� - :'�'::':' I -� ,� a a EX. ASPHALT � !I y �,~ • TO OG W9L �;`; j ::•{ BE REMOVED BL K I I i ( n __,. TO REj'1;411>I' •.I II X f• r I I .I w 1 i. ........... �.:'.1::'. X. L-: l EX. I STORY .. .:.;.1 E-.ASPNAI.T To REMAIN 1D REMAIN' :: ; ::::::::<.:.:. EX. POWER POLE EX. ASPHALT I Ca TO BE REMOVED `^ {'. :� TO REMAIN w X:.:SO 4LE5 o. ... ....... ........ w EX. CONG. PAD TO BE REMOVED LEGEND IDENOTE5=HEAVY PAVEMENT [DENOTE 5 - I ITT PAVEMENT uX► GRAVEL TO REMAINI i pp II t f I Ex. GRAVEL TO REMAIN L EX. GRAVEL TO REMAIN EX. GRAVEL -_ TO REMAIN awam„C. w. PAVEMENT DETAIL NTS r EX. I STY... TO BE REMOVED 4 f ) �c �z w)7 EX. GRAVEL TO REMAIN o 0 QC EX. GRAVEL TO REMAIN UA liF UM # - MARr1Aa5UIFI.s,.f ,.�... _ .. w. ___.. 4,j eVARJ49C.E IUATH RAW AIN _r �l 1 CHLINK FENCE I -- L --�1 .- i/ ' 112 STOI'� I� i ,i 1 STONE fI 1' ON _LL EyUILDIN�� FFE=-1IS-19 LA T) I if-- 4 x I _ --- ll_ 1I__� -4 � LIA, flll� I— OCK l�l Cx4i:�C�E j _j —x-- PIN 54A-1-I8 AUBREY L. LILLARD 1.00 ACRES ZONE: RP USE: SF. RESIDENTIAL NOTES: 1. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE, RELOCATE AND RE —INSTALL ALL REQUIRED HOOK—UPS FOR WATER, SEWER, GAS AND ELECTRIC TO ALL EXISTING BUILDINGS AFFECTED BY THE PROPOSED CONSTRUCTION. 2. THE LOCATION OF ALL EXISTING UTILITIES, HORIZONTALLY AND VERTICALLY "ARE APPROXIMATE" AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE THEM FIELD LOCATED AND VERIFIED. W o W Z W O cfl LO CO Q COLO LO I � Zr � y x L-c\2 uj mar 4 �� U N LO w 0) O Wco w E- Ei U z --- Fi 0 00 E-+ Z O O �D W Q Q O Ix X X 04 a a a WCD n E­ � CO a� C) C) 0 Iry vv�Aj MARK D. SMITH No.022837 S G SIGNAL DATE: FEBRUARY, 20041 SCALE: 1" = 30' DESIGNED BY: CR FILE NO. 3171 SHEET 4 OF 11 /� . :¥. . �\�« ? ° /� � ^ .� \ ° 2� �� � :�� � 2 ° / � � � � � �\ � x � ./� <,y y \� » � 0 cc uj 0 LLJ ;z FIN 54A-1-155 SHOCKEY INDUSTRIES INC. uj cli 0.11 ACRES ZONE: 52 >m coo c\2 00 USE: Ct)fwhERCIAL 3• coro N co CQ 150'LONG PAVEMENT TRANSITION �, a Z_) a) I EX. C46 0 Lo 150'LONG PAVEMENT TRANSITION EX. SIGN TO BE REFURBISHED - --------- EX EF E- MARM65UR6 PIKE K 11A RIA al- 5 UJIV rA � R1 W9 . .... . --------------- PROF STONE WALL 5' MIN. PAWING SETBACK BE MAINTAINED. PROPOSED MONUMENT rr hk.5 a) 0 Q) DET AILS BY OTHERS) 3' CURB OPENINGS CG - ro SIGN PROF. STONE WALL• (DETAILS BY OTHERS) F-P 30 C,6-11 D PROP.CG - 12 PROP. CG-12 X-TO 5E yvf=ROP. cG-12 REFURBISHED (DETAILS BY OTHERS) X 0— EP 4-GIZA—VEL 1 I - __ c R 10' X 20', PARK- STALL TYP. GG GG-OF ro R, .01 ST WALL E- E- U x G) 1�4 �71 z Lug d) y 30, cr_z- I PE_ NTRANCE �4 <� PROP COOP. 12' 8 10' X 20', PARK - C14 %� "a 1 A?_ 0 0 0 - C14 STALL TYP. (o c� t Y) E- NOTE: 1-75 IR E, o E0- � -03 WA5 Af=f=F 1. REZONING APPLICATION "01 OVE1) A� 2(oO.55' > Q > CD FEBUARY 12TH, 2003 BY THE FREDERICK COUNTY QD PROP. 2 BOARD OF SUPERVISORS, TO REZONE 2.63 AG. TO uj 30, TYF BUILDING 0,081 S.F. (OFFICE) THE E32 ID15TRICT AND 2.01 ACRES TO THE 53 ID15TRICT _j . 9,980 SF (WAREHOUSE) 330 SF (RETAIL.) C CY \�3 �;;: 1_�: w �;;: w WITH 455OCIATEID PROFILES. tti SEE DIEET. SHEET 10 41 14,352 S.F. (1ST FLOOR) 1> 4,ro45 S.F. (2ND FLOOR) la,3el 5F. (TOTAL.) PASS THRU ISLAND SEE DET. SHEET 10 CHAIN LINK FNGE x 04 2. RIGHT TURN LANE5 PROVIDED AND THE PLAN 15 x Lu 4L #. #I k fig FF=110.12 -44' 3011 46' - EX GRAVEL STORAGE AREA X.---- - 1 1/2 OTORY co co m APPROVED 5T' VDOT, CL EX, I 5TY. BLDG 23-1,92' 81 k EX. 5RICK WALK E OUILDINC_; CQ CD CD CD CD 3.,51GN DETAILS TO BE PROVIDED WITH TO REMAIN FF-- DISPLAY EX16TING 110.23 Y AREA ir 4k in CL �77-_T APPLICATION FOR 51GN APPROVAL. FREE STAND 1,4S5 5F I I I> X;� d) RETAINING WALL ANFE A a, " i 0- 4. THE 50' WIDE 5TRIF OF IDEN5E HARDWOOD5 HEIGAT VARIES J­ 4 11 1k if Z ALONG THE NORTHERN PROPERTY 5HALL NOT Ika' 1k 4k EX. I 51*0�,-,`i BLDG. MARK D, SMITH No.022837 1-4 ci BE DISTURBED. LOCKII FF=10��.2' 114.2ro' �q Q 5. BUILDINGS 5HALL COMPLY WITH THE VA. 230.-12' WALL T_ TY, PROP, 10' x 10' DUMP5TER PAD SEE DETAILS 5H. 10 SIGNAL UNIFORM 5TATEWIDE BUILDING CODE AND 5ECTION, 304, U5E GROUP 5 (BU51NE66) AND 13-2 .3TORAG4 15-2 311 U5E 6 (5TORAGE) OF INTERNATIONAL 15UILIDING GOIDE12000. OTHER CODE THAT APPLIES 15 CABO m 5-3 Mal BLOCK A111.1-9& ACCE5515LE AND U5A5I_E BUILDINGS AND (A UA I <1 SAND AND GRAVEL STORAGE BINS (TYP) PROF. Ef= 234,22' FACILITIES. 7- 00 v V (o. HG PARKING SHALL REQUIRE A MIN. 3 SPACES W_ ly: w Q) EXISTING _77 �RE AFIRON'e �PROP. 12 UNDER TABLE 1106.1 OF THE 15G. THE 5PACE5 AND UNLOADING 5HALL NOT 5LOPE GREATER THAN 2% T_ z . I <1 EX, MATERIAL GRAVEL STORAGE \-PROF. 20' x S2' 3,000 PSI5EE THICK TAPERED (HEIGHT VARIES) CONCRETE POURED RET. WALL DETAIL PIN 54A-1-18 AUBREY L. LILLARD AGRO55 AREA. I=LEA5E CONFIRM 5LOPE5 ARE IN COMPLIANCE ON THE ACCE5515LE ROUTE TO AND GRAVEL RAMP AND MATERIALS HANDLING PLATFORM CONC. PAD SHEET 10 IDO ACRES ZONE. RP USE: SF. RESIDENTIAL E_ �17 1-� �t EXISTING M 0 FROM THE PARKING TO THE 5TRUCTURE. ALL REQUIRED MATERIAL I 1O EGRESS DIIR 5GAKK VE ACCESSIBLE. NOTE THE REQUIREMENTS IN 5ECTION 3400.6 15C ALTERATION­-x­--__ EX. GjR Vir STORAGE AND ADDITIONS (ADA 20% RULE) FOR COMPLIANCE E- WITH AGGE55151LITY REQUIREMENT5 ON THE EX15TINI� E- � M �D 5TRUCTURE. ` ------- 0 (D 1. 5ECTION 112.1.4 OF THE U55C REQUIRE5 ,455E5TO5 IN5PECTION FOR THE RENOVATION AND DEMOLITION OF THE EXISTING 5TRUCTURE5 PRIOR o -ft V- TO PERMIT ISSUANCE. �1 S. TH15 TYPE 5TRUCTURE 5HALL BE 5UBJECT TO 5FEGIAL cc COMPLY WITH SPECIAL INSPECTIONS ACCORDING TO CHAPTER 11 um E- OF THE 15G., (50IL5, CONCRETE, ETC.) FIN 54A-A-361 FORT COLLIER GROUP 14.134 ACRES ZONE: M1 USE. INDUSTRIAL DATE: FEBRUARY, 2004 SCALE: 1" = 30' 30 15 0 30 60 DESIGNED BY: CR SCALE: 1 30' FILE NO. 3171 SHEET 5 OF 11 1 ` �� �� �� � ,�° / �£ ^ a �� \� � � �� � . ��^ �° � �; � » 7 FIN 54A-1-155 SHOC1KEy INDUSTRIES INC. 0.11 ACRES ZONE: B2 USE: COMMERCIAL < 1. —E-A FM 20 FIA Oro o I 125C ri fl yo 'Ady N 1-15 0 TW rislk� A 'LDG 02 E, 08 TO REMAIN BLOCK I FF=10�22 I WALL 2 RISERS 3 RISERS EX, I 5T), 6 ofoo, a 0,/o I' BLDG. EX DI- — --n — FF:: 113.89 * 7OF'= ,0 / 151,501 5F �15E: 5TOR A 00 100 YR. 14 OVERHEAC 4 DOOR W5E 10510 o ILI 100, 77777, J2 L2 oc 16 it V 0900 TW0 01B 00\ X 09 13W AF1:J'_OX- LOG. 10 FG5 a' 64N. 6EW. V) "06 7/2 T 100 YR. Px C Lv. SE -1 lea C5�< 5 L& 4L) FIN 54A-A-361 FORT COLLIER GROUP 14.94 ACRES ZONE: MI USE: INDUSTRIAL I EX FM EX FM I �L' CHAIN LINK FENCE 1 112 STOGY" STONE i3UILDING FFE=119.n FIN 54A-1-18 AUBREY L. LILLARD 100 ACRES ZONE: RP USE. SF. RESIDENTIAL fNE'&Toi7 BLOCK -GARAGE :IV[ 30 15 0 30 60 SCALE: 1 30' ui ui C\2 0 C.0 0 cn c\1 C\2 It cQ co c\j A co In 0) z x c\j to cu >1 a' 10 L\- or, Lu (uaIn C) Lo E- C" cn a) 0 � z Z z 0 00 E- Z > 0 0 � c:1 0 > > U F4 F4 w CD C) cz:l co 00 m C\2 CD C',2 CO CO c:) c:) C) MARK D, SMITH 10 No,022837 A SIGNAL DATE: FEBRUARY, 2004 SCALE: I" = 30' DESIGNED BY: CR FILE NO. 3171 SHEET 6 OF11 CQ z I Im W o W Z C,3 PIN 54A-1-158 Z SHOCKEY INDUSTRIES INC. W 0.11 ACRES ZONE:52 coo 00 USE: COMMERCIAL c It PROPOSED 8" D.I.P WATERLINE "A" a) cri cq CO � � -' ('— r1 �0� / TO BE OPEN CUT TRENCHING. 1ii INS INSTALLATION IS TO BE Il COORDINATED WITH FCSA GX. � (0LO ' 1 Cat 13 ``INv AND VDOT :•' 1 Z x LO C\2 i 1-8" WET TAP _ 8�� VALVE - __ i _ rY F WiNcr a - - -._. _ ..--- - -- ---- ----- - -- --- --- - - _ _-__ - -- 1 - --- - - --- -- ---— ----- ---- -- _--- -- -_ d � a� 'a' �" LL� y ��v , _ �� _ _. _ ....__ , w k..,.... PROP. 4" SAN. LAT. w_ _ �T 12" W� : IAPP - - - - _ _ - - �, 0, a W PIKE �;E, , � Cl.S. ROCl�� 11 - I"I�RrlNS$uJ �,_ EX. SIMId f x. 13 a� )�Gc3 -- - _ IF EX. LAT. CANNOT BE USED Fx. 5r1H � -- TOP=1� 1:=: 5EE FCSA CONST. NOTE 05 INV- I01. - 2`a �. Ox. LUCJ �� �� - ��, _ TaP=iG9"0 (1.s Y �IA5LE ago � INV (8gA X 1Nv=1f0�7.39 0`1rNV W 7 SEWER TAP BY FCSA CONTACT EARL WILEY ,,,. \ ;� APPROX. LOC. EX. S" FI* 1 --... o Ai�h'r�'CiX. LOC. _ _ _ _ _ �,_ EX. a" FM �w ,^ - — it F tv�, >��, EX 1 L % ivi I° 1�1 - --� t _ _ - E F I --------- E� t ivl _ A - E =�i } t `,, t l i�. CxY _ -_ Q -� ' E i� o g F M ----- ---- __— --- —_ ---- % E- ' F M X� 7� -- - ER F ivi X � _. _. _ m > ty W, - EX -RR_v44 ». __..._.,._ ... o {� C 51 W co EX.� — - - --j EX. STONE WALL6EX. ELE-C.Ex. LLi-f��EXT ND EX MP 4.1 'try 2-8 v71 Z Z Z XT NDX MP 2.0 I-11.25° --- "- I-1125° BEND N 1-11.25° 10+00 (A4B) END 11 +00 i I-FH ASSEMBLY 7 Z O o o U 1-11.25° 9+00 i x.:h PROP. 8' I "B" 8" D,I.P W/L "B" 5 I -8" 90° BEND ( a~'\ ''' E�-, z PROP. Q D.I.P W/L 1-8" x 6" REDUCER ( �\ 'PROP. 0 'w �[ 1-8" 90° BEND I-8' x 6 REDUCER ' d BUILIDINCG 8,66� SF. (OFFICE) \ i , ,., ��.�; .•. %'360 6F (WAREHOUSE) 330 6F (RETAIL) j �' _—._ ___ Z - H ASSEMBLY EX. pl 14,352 SF. (15T FLOOR) 4,645 5F. (2NID FLOOR) � ;' PROP 6" WIDE SEE DETAIL 014 50' LONG TRENCH DRAIN SHEET 10 _ - > _ u 1NJ IN-106.39 18,99� SF. (TOTAL) j � � CHAIN LINK FENCE x iNv OUT-10Q.41 FF=110.12 o \a D U z N i I °: i \ APPROX. LOG. EX, w >, ... -6 MAIN LOC. -�, f j u; ` u q o co a � cy) CDK' FCSA b" SAN. SEW. I 4 ac _�EX. ELEC. -. 10 r o M RK D, SMITH BLOCK Ex. SMH-°`" WALL 1vF = i0o.93 INv=699.43 I y` fi ? _ I ��`� ` 11r fl] N0,022837 O� 1rL �'ss, �s� ZONAL ..•.- TOP:. 10150 LIU �v v : JJJIII---141L4 11 EX. 20'6,41N ' SEW. ESMT- cal 3 - ' PIN 54A-I-I8 5 AUBREY L, LILLARD X APPIROX. Ex. AFFROX. LOC,. � EX. 20' GA5 ESMT. 1.00 ACRES ZONE: RP U '—' I -CC. — FCSAA 8" SAN. SEIU. ` ., `�' � USE: B.F.RESIDENTIAL ...,, EX. 5111H - =t E-1 r 4. 0 to -- a r CD E X. 13' - 24"-� 03 V `- CULv. z' lU F--7 --~- -_ k30X - -. 0� Ex. i0 IN-v tL in to';1t ry = �'R4/L NOTES: E>;, 6MH TOE-100.31 �- - -; &,cwG\� = � � :� E-+ LL 1. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE RELOCATE AND PIN 54A-A-361 FORT COLLIER GROUP ��'�`� ` _` `'—=— s y"` RE —INSTALL ALL REQUIRED HOOK—UPS FOR WATER, SEWER, GAS AND ELECTRIC TO ALL EXISTING BUILDINGS AFFECTED BY THE PROPOSED CONSTRUCTION. 1454 ACRES ZONE: Mt— ` v•,.� USE: INDUSTRIAL lW --- "` -, 2. THE LOCATION OF ALL EXISTING UTILITIES, HORIZONTALLY AND VERTICALLY fto ... ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE THEM FIELD LOCATED AND VERIFIED. DATE: FEBRUARY, 2004 SCALE: 1" = 30' DESIGNED BY: CR 30 15 0 30 60 FILE NO. 3171 SCALE: 1 " = 30' SHEET 7 OF 11 10 D UJ 55 j d...'l rr, i S. j :J s 43_, 9 , :; ...... � d 3 ' 4„j �`L , � �A• � y �i 11i1 J ti £�.� >x tt 7}ai f TREE LEGEND SYMBOL QUANTITY NAME OF PLANTTI r REMARKS CALIPER REMARKS RB -I RED 5UD 545 2" MIN DW DOGWOOD �' 548 2" MIN wo 3 WHITE OAK �' 1348 2" MIN RO 3 RED OAK �' 545 2" MIN ERC 39 EASTERN RED CEDAR �' 545 NSA PROFFERED SCREENING ...... ... .. . ...... T Z' .......1 J 30 15 0 30 60 SCALE: 1 " = 30' W W m CD M Wcat o CD 0 cp � oa in 0) I rn Zx � y d I Loc\j W �� WVol 0 Lo v o W co 0 w zzz w w w p 00 � 5 0 0 C21 o > Q 04 w w w a, W O O O E-i \ \ \ C\2 O Q C7 O O u MARK D. SMITH v N0,022837 '7r�f �� `sIONAL J DATE: FEBRUARY, SCALE: 1" = 30' DESIGNED BY: CR FILE NO. 3171 SHEET 8 OF 11 uj w LLJ CQ C CD 00 Lo N CQ w co 0 C" lv�A ,_4 311 40 In 1 1 0) '.!bO MARTIN55URG PIKE C\2 Lo . ..... ... 20tW k, 21-W 11 a% 211 loo 24,1W 3400 M4Rr1N-a0Ufiir* PIKE 11400 _r)5 450' EX F iiiiiiiiii OL­­­' 1,4 AA&�� __ �$--45 — - ____1 ILA ieVARJABLE WON RW U, 0 LLJ SIGHT DISTANCE "EXC-E [)5 4501-,,,,- :;H.T t)15TA J1c 516 117 x 0, co cn (1) 0 106 1.4la 11� U) />Y x loba t J, I I �> — "". `� jI \AA r4\WL l — x Lu f EX i STY. STORr 11TONE E- E- iO REIN FF 1,41M, 6_Ei STO 0 0 0 I 5TORY E_ EX. TO REMAiN E, E- �D LX FF-103.22 L Id 0 0 ul x > > V, OCK 6,4 LWE - .� �� � I ' �y <1 /may /may t:7 CD c=> CD E-4 co M C\2 C:) C\2 C D C) , CD I I I I H of MARK D, SMITH A No,022837 .t- OF -7 1 t, 10NAL 130 '130 ........ ..... . ..... ------------ '125 .... ...... . --- - --- ---- -- '12E, E- 120 _q 120 E- �4 U) HE IGHT OF 5450 C) 15'T AN( > OBJECT] E)IST,4NC:E EXCEEDS 51 GHT [)I ISTANC:E EXCEEDS 450- - ------ 616H-T HE OF-----_:_, HEIGHT ol IG HT SIGHT IST t -HEIGHT HEIGHT OF P5JEC-T :OBJECT -115 E- u E- It OF EYE l cfi I I EEC. GRADE t.L. ------- TIN55URG OF MA PIKE F EYE 1 EX. GfRAF_>Ei 16 C.L. i OF H,4FTINS5UR_n' PIKE I �D 0 E- '1101 • 7 10 E- i I � I 1 � 1 _ � L i � WQ � � � .. ...... ... ......... 105 GY O - LL ii 100 .100 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 I(o +00 16+50 1-1+00 11+50 10+00 18+50 1e+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50, 23+00 23+50 24+00 24+50 25+00 INTX, OF �IAfRTINS5UFRG FKE 4 1=FROf=O5EF,) ENTFRANCES DATE: FEBRUARY, 2004 SCALE: + =50' V: 1 5' 50 25 0 50 100 DESIGNED BY: CR FILE NO. 3171 SCALE: 1 50' SHEET 9 OF 11 NOTES: I. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE • EXCEEDED STANDARD CG-7 IS REQUIRED. .n s io a D > rie � b a t • n ♦ ' D - -� The bottom of the curb and - gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. This area may be concrete SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 EX EP 12' 2" SURFACE SM-12. 5A LIMITS OF BITUMINOUS SURFACE so OR SM-9.5A POINT OF 6 " BASE FINISHED GRADE � BM-25 �12" TYPE 1 SUBBASE LIMITS OF SUBBASE AGGR. BASE 21—B COMPACTED SUBGRADE SHALL BE COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CON) PER VDOT VFM-1 METHOD NOTE.- ULTIMATE PAVEMENT SECTION SHALL MEET OR EXCEED THE EXISTING PAVEMENT SECTION ON MARTINSBURG PIKE (RT. 11). THE CONTRACTOR SHALL PERFORM A TEST BORING FOR VERIFICATION PURPOSES. STANDARD TYPICAL SECTION FOR ENTRANCES, TURN LANES AND TAPER PAVEMENT DESIGN BASED ON A SUBGRADE CBR DE51GN VALUE OF 6. 501L TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. XX Street approach some (radius to be as *i A� au rfacing as mainline roadway shown on plans) ------ — —7--C I 1 C I ®Radial ombination L J Si'D CG-12 -_1/ curb and gutter (St'd. CG-6) `\ �A\ �'txa �� I 0 __ _ 4' SIDEWALK ®11 \\ i C --- 6„ I S'�Optional Flow Line Expansion v 01 Joint 'o A___J wI Note: Width "B" 2'-0" or as Mainline roadway shown on typical section. PLAN VIEW (Radius to be as shown on plane) CG-11 1 11 B� Class A3 H.E.S. — — Concrete( ♦a ' insion Joint SECTION C-C 10' Parabolic Curve D ® Construct Grade changes with a parabolic curve. Edge of shoulder or Optional Flow Una 8% Mox. Slope Change 1E D When St'd. CG-11 is used for entrances built in conjunction with VOOT projects, please Mainline Roadway _ — — — — note the following: 8% Max Slope Change ® — _ ""'- — D :KJKMainline pavement shall be constructed pto the R/W line (except any subgrade 40' Min. for Street Connection I stabilization required for mainline pavement which can be omitted in 20' Desirable for Commercial Entr, the entrance.) 5' Min. SECTION A — A AL Radial curb combination curb and gutter shall not be constructed beyond the R/W line except for Guidelines for Grade Change D replacement purposes. When used in conjunction with standard CG-3 or CG-7, the curb face on this Entrance Volume Desirable Maximum Standard is to be adjusted to match the High (more than 1500 VPD) 0 R 3 R mountable curb configuration. See Standard CG-12 for Curb Romp design Medium °500-i500 VPD) S 3 % 6 % to be used with this Standard. Low (less than 500 VPD) i 6 % 8 % ® When the entrance radii cannot accommodate the turning requirements of anticipated heavy truck traffic, consideration should be given to increasing the depth of adjacent proposed sidewalk to 7 inches. X Optional flowline may be used for entrances in cut sections. Optional flowline may require warping of a portion of gutter to preclude ponding of water. SREF RENCEN METHOD OF' TREATMENT — CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 LIGHT PAVEMENT SECTION NOT TO SCALE LIGHT PAVEMENT SECTION 2.0" SM-2A 6" 21—B BASE STONE PAVEMENT DESIGN BASED ON A 5U5GRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNE55 PRIOR TO CONSTRUCTION. SDR 35 spigot SDR 35 spigot by TL e by gasketed SDR 21 gasketed v bell 45' bend bell adapter (see note) 2' C.o ,c?'• 3' minimum SDR 21 gosketed SDR 35 8"x4" pipe and fittings bell wye SCH 40 solvent (asketed see note) weld cap y property line location stone- 4" pipe at 2,00% minimum grade concrete cradle if top of main is greater than 15' deep 6" min. cover a treated 2"x 4" with - top 6" painted green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 15 CG-12C MIN q t11N•� _ p•O• 'tb` •o.o. o 12:1 MW. - E.." a •'� CROSSWALK VIN AT 2" HIGHER THAN \ EDGE OF PAVEMENT ATE SAME AS TOP OF CURB CROSSWALK TY ICAL PLACE ENT q-AT INTERSECTION a o +' WITH BUFFER STRIP obO. a4 r �7" WHERE STD. CG-3 CG-7 IS USED 5'- —� 2'-0" 5'-0' _ 3, 5' MIN• STD. CG-2 -�- 5' MIN. (105 MAX• OR CG-6 (10:1 MAX• CG-2 ® 6" 12:1 48:1 MAX o�°CG-6 20=1 A ALTERATIONS ..' ,..j'+" • .:,: ' 4 MIN. 5' 0' 4' MIN, SECTION A -A PERMISSIBLE CONSTRUCTION JOINT NOTES: B g THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60' X 60' MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED 6' SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. 1 CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING A PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES TANGENT PLAN b••" CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. LIMITS OF EXPOSED AGGREGATE SIDEWALK PRECAST CONCRETE SHALL BE CLASS A-4. M REQUIRED BARS ARE TO BE NO. 51 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP 5 DOWELS, 8" FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2". LONG ® 12" C-C CURB RAMPS WILL BE MEASURED, AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT SLOPE 12:1 PERMISSIBLE CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. MAXIMUM �CONST. JOINT CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT CURB FOR CURB/CURB AND GUTTER. a WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. SECTION B—B CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. ROUTE IS DEFINED AS A CONTINUOUS THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE M WITHIN THE RIGHT OF ACCESSIBLE ACCE S IBLERUCO, STABLE, FIRM AND SUP RESISTANT WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, UNOPATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS FACILITY THAT CAN BE APPROACHED, ENTERED AND OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. USED BY PERSONS WITH MOBILITY IMPAIRMENTS. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP SPECIFICATION REFERENCE (ACCESS FOR MOBILITY IMPAIRMENTS) �15 02 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION HEAVY PAVEMENT SECTION NOT TO SCALE HEAVY PAVEMENT SECTION 2.0" SM-2A 2.0 BM-2 11 6" 21—B BASE STONE PAVEMENT DESIGN BASED ON A SUBGRADE C5R DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST 5U5MITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Soli Dt-dumppad WIRE MESH REINFORCING V.D.O.T. ROAD AND 5RIDGE STANDARDS SECTION 301.04 C COMPACTED 6U5GRADE (COMPACTED TO'35% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-1 METHOD) TF�,)ASH (NOT TO SCALE) WIRE MESH REINFORCING V.D.O.T. ROAD AND BRIDGE STANDARDS SECTION 30L04 CLASS A-3 CONCRETE 6" BASE 21-A (COMPACTED TO'35% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-I METHOD) 20' WIDE GONG. FAD FDETA (NOT TO SCALE) Dt-dumppad TREE CG-6 CGRASS PASS THROUGH AREA CG-6 PASS THROUGH ISLAND DETAIL NTS SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. F'E.PR SIGN (SEE DETAIL) 2' T1 11 WHFFI STnP T 5' * WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE, DIMENSION SHALL BE 8' IN ACCORDANCE WITH VUSBC MINIMUM REQUIREMENTS. LIGHT COLORED REFLECTIVE BACKGROUND MAT'L. — DARK COLORED 2" LETTERS & 3/8" BORDER INTERNATIONAL SYMBOL OF ACCESSIBILITY 1` -I RESERVED PARKING 61 � 24 9 r 4.0' MIN. 7.0' MAX. DISPLAY CONDITIONS UNLAWFUL 4" STEEL PIPE FILLED WITH CONCRETE PARKING IN THIS SPACE IS SUBJECT TO A FINE OF DARK COLORED REFLECTIVE 50.00 TO $ 100.00 BACKGROUND MATERIAL NOTE: LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED AT SAME POINT ADJACENT TO THE 8' AISLE. HP - 1 COUNTY OF 650.41 PRINCE WILLIAM HANDICAPPED PARKING SPACE STANDARD VIRGINIA V C\) W o W Z V Z WC\1 o CD � 00 Q) ai C\2 DO � CDCQ to I rn z C\1 to L!7 (\2 W to ato ccU to ~ to E- ILI N Q) () 0 r7, W U) LL U) [f) W z z z o o 0 U U H O O �D Q 1:::� O W W W a a a F✓ � r7 0� W o 6 6 E- 4 \ \ di CO Cn CC\2 C::) Q 012 CJ co oao MARK D, SMITH NO,022837 S/I�NAL U U ~� o U Q� f--i 1-4 IM H w � W O U) O I'_ U U) W � U h --t Q w W W� Cc O U. U) DATE: FEBRUARY, 2004 SCALE: N/A DESIGNED BY: CR FILE NO. 3171 SHEET 10 OF 11 �2 Z¥ y Z� y f� / �» « ��§ ® �\, � � a �*6 : � ° � � .� �J � � »�& � � / � & , \� / ,� GENERAL NOTES VD 0 T CENERA L NOTES LECEND VICINITY MAP CQ 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 SCALE 1" 1000' Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR 33 0County 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 - -330 NSERX 5 0 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR W must be provided prior to issuance of the site development permit. The approval of these plans in no way govern. PROPOSED CONTOUR 40 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 E/P__ Control Handbook. Health Administration and VOSH Rules and Regulations. PROP E/P PROPOSED EDGE OF PAVEMENT 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 C&G (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 i I r M 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 UJ N Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER 0 0 required under State law. 107\ CID CO CG-6 CG-6R ­q V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held 01 Co 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 CD STING TELEPHONE LINE f CO CJ (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 T T bb responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. -, .!I Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EX. 15" RCP > C', V5. Design features relating to field construction, regulations, and control or safety of traffic may EXISTING STORM SEWER SITE y 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a PROP. 15" RCP be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of tM= K ME 9WAX WIS M5, ft M representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER LU can) 0 4 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 S 0 ay f r% Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORM TION E- 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 P embankment. and held by the engineer and/or developer with the attendance of the contractor, various County SITE LOCATION FREDERICK COUNTY agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE P P1 EX STREET ADDRESS 1040 M 0 0 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California ARTINSBURG PIKE 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 PARCEL IDENTIFICATION NO. 54A-1-15B course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and LOT AREA 4.52 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 PROPOSED GAS LINE G G DISTURBED AREA 3.70 ACRES ri 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. 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 ZONING B2 & 133 and prior to placement. accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The FLOW LINE CURRENT USE INDUSTRIAL Developer shall have, within the limits of the project, an employee certified by the Department of 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated FENCELINE X X X X X X X X X X PROPOSED ZONING B2 & 133 on the plans and as required at the field inspection. Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation U control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE -a PROPOSED USE INDUSTRIAL Z Z Z1 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. BUILDING HE!GHT: MAXIMUM ALLOWED = 60' PROPOSED = 35'-MAXIMUM be minimum 6" diameter and conform to VDOT standard SB-1. VIO. Contractor shall ensure: adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE SIGNS:- 3 NEW WALLS. SIGNAGE MUST CONFORM WITH THE Z 0 Ti STANDARDS OF SECTION 165­30 OF THE FREDERICK COUNTY 0 0 12. Construction debris shall be containerized in accordance with the Virginia litter Control Act; no less than at the end of construction. EXISTING WATERLINE W/ TEE W I . U u ZONING ORDINANCE. U) 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 W W 1TI W E., E-- Z BUILDING SETBACKS- REQUIRED: FRONT: 50' PROP: FRONT: 62.74' 0 0 �) 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. SIDE: 15' SIDE: 239.17' r� r-) 0 entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING FIRE HYDRANT > U whatever measures are necessary to 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 REAR: 15' REAR: 107.88' P4 P4 condition at all times. immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE W 6 W PARKING CALCULATIONS r4 r4 14. *Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary until an adequate design can be determined by the engineer and approved by VDOT. PROPOSED WATER METER REQUIRED PARKING FOR OFFICE REQUIRED PARKING FOR WAREHOUSE AREA P. 114 V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT 1 SPACE PER 1 EMPLOYEE sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut EXISTING REDUCER W I> W OFFICE=1 SPACE PER 250 S.F. > > sheets, and connections to existing lines. representative prior to placement and fill. Where CBR testing is required, a VDOT representative 8687 S.F�/250 S-.F.=35 SPACES 10 EMPLOYEES=10 SPACES r4 w shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER W 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 -tr as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN TOTAL REQUIRED PARKING==45 SPACES standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. CD C:) C:) according to all applicable VDOT standards. TOTAL PROPOSED PARKING=45 SPACES HANDICAP RAMP (CG-12) Co M 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the REQUIRED HC PARKING FOR 50-75 SPACES=3 HC SPACES C\2 C:> DENOTES LOCATION OF STD VDOT 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 PROPOSED HC SPACES=3 C12 cy�k ce) prior to construction. The contractor shall inform the engineer of any conflicts arising from liks existing compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-S9 Method C:) C:) I C', I I utility verification and the proposed construction. A, within plus or minus 2% of optimum moisture for the full width of any dedicated street PARKING INDICATOR Al2 OPEN SPACE -ALCULATIONS F.A.R. CALCULATIONS right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES OPEN SPACE PROVIDED= 155,841 S.F. LOT AREA=202,417 S.F. H OF 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 25% OPEN SPivi­,E REQUIRED= BUILDING AREA=20,848 S.F. 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 202,417 S.F. X � ' , 1 25 = 5 0,6 0 4 S.F. 20,848 S.F./202,417 S.F.=0.10 F.A.R. 18. When grading is proposed within easements of utilities,. letters of permission from all involved ----.npanies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these phuis and 155,841/202,417=0.75% OPEN SPACE PROVIDED must be provided to Frederick County Sanitation Authority prior to issuance of grading and/ -site further where determined necessary by VDOT Inspector. HANDICAP PARKING MARK D., SMITH nr development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall LANDSCAPE CALCULATIONS NO,022837 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 F1 -o-o-> TO;;,L%1: PROPOSED IMPERVIOUS PARKING LOT AREA=30,451 S.F. (0 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 PROPOSED BUILDING ENTRANCE 30,451 S.F./2,000 S.F.=15 PERIMETER PLANTINGS, PROVIDED 15 L 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 REQUIRED INTERIOR PARKING LOT = 5% AND 1 PER 10 SPACES 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 45 SPACES/10 = 5 INTERIOR PLANTINGS, PROVIDED 5 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 LIGHT TOTAL REQUIRED PLANTINGS=20 TREES a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on TOTAL PROVIDED PLANTINGS=20 TREES 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A co of this list may be obtained from the District Material Section. at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. PROPOSED STREET NAME SIGN PROFFERED SCREENING REQUIRED=39 TREES, PROVIDED 39 PROPOSED SANITARY LATERAL CLEANOUT 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to fi 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 SANITARY MANHOLE IDENTIFIER 12 RESPONSIBLE LAND DISTURBER °�. professional engineer and results submitted to Frederick County prior to pavement construction. If a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. > 4 geotechnical report has been prepared, it should supersede the requirements in this note. NAME: STORM DRAIN STRUCTURE IDENTIFIER O wYN; V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating CERTIFICATION spreader. Density will be determined using the density control strip as specified in VDOT's Road and 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 DATE; 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 E.., 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. 12.0 THE RE6PON515LE LAND D16TURIBER EXISTING SPOT ELEVATION 15 THE P,4RTY fRESPON51BLE FOR U �' ' V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road + .-ARRYING OUT THE LAND D15TUR51NG i `and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 715-1 C_� specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. ACTIVITY A5 5ET FORTH IN THE PLAN5. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE UTILIrIl M ry shall be notified and given the opportunity to be present during the construction and testing of the E- > UTILITY CONTACTS 3 control strip. W im EXISTING TREE 15" OAK 15 PINE M A V21. Approval of these plans shall expire three (3) years from the date of the approval letter. TRIP CENERATION DAIA >- Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. PROPOSED TREE CLASS USE PER S.F. TOTAL S.F. TRIP RATE USE VPD U) O 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 U) Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1111 rp T) 814 SPECIALTY RETAIL 1,000 S.F. 14,525 S.F. 6 PER 1,000 S.F. 73 W �' C.L. FCSA CONS111T[ON NOTES CENTER OF GROSS FLOOR AREA > Power: Allegheny Power Water: City of Winchester Phone: Verizon 0 P.O. Box 1458 W Rouss City Hall P.O. Box 17398 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL Hagerstown, MD 21741 15 N. Cameron St. Baltimore, MD 21297 ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATE REVISION CO VER SHEET ® � w 1-800-654-3317 Winchester, VA 22602 (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. Project Name: (540) 667-1815 W MISS UTILITY 1-800-552-7001 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. FREDERICK BLOCK W. 0 I;X1 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER E- FIR E MARSHAL S NOTE METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO Owner: LL BE PROPERLY ALIGNED WITH ITS: METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL 1040 MARTINSBURG PIKE GRADE OF THE LOT, 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 OXNERS. CERTIFICATE FREDERICK BLOCK, CO. Fire lane markings and signage: INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE WINCHESTER, VA 22603 Any "No Parking" signs and yellow painted curb locations will be installed DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. I HEREBY CERTIFY THAT THE PROPERTY CONTAINED IN THIS SITE PLAN IS WITH THE FREE CONSENT AND (540) 667-1261 by field inspection at the direction of the Fire Marshall's Office. 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS . OR TRUSTEES. Developer: A.) THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING A�k 1 -7 A, '--J FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. NA DATE B.) THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4", AND I" WATER SERVICES. STATIC PRESSURE STATIC PRESSURE C.) FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE SHEET INDEX RESIDUAL PRESSURE = RESIDUAL PRESSURE = AUTHORITY WILL INSTALL THE METER. Engineer Certifying Plan: AVAILABLE FLOW AVAILABLE FLOW D.) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 151 WINDY HILL LANE 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: COVER SHEET SHEET I OF 11 GREENWAY ENGINEERING WINCHESTER, VA 22602 SOURCE: SOURCE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. E&S CONTROL & DRAINAGE DIVIDES SHEET 2 OF 11 (540) 662-4185 DATE: FEBRUARY, 2004 DATE: DATE: B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK EROSION & SEDIMENT CONTROL DETAILS SHEET 3 OF 11 f I BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. DEMOLITION PLAN SHEET 4 OF 11 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SITE PLAN SHEET 5 OF 11 APPROV-AL GRADING PLAN SHEET 6 OF 11 SCALE: N/A 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS UTILITY PLAN SHEET 7 OF 11 Z ------- HANDICAPPED PARKINC NOTE REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS LANDSCAPE PLO SHEET 8 OF 11 , �,� e:�� REQUIRED. SIGHT DISTANCE PROFILE SHEET 9 OF 11 /P, DESIGNED BY. CR SITE DETAILS SHEET 10 OF 11 FREDERICK COUNTY 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 RPZ COMPUTATIONS, PROFILES & DETAILS SHEET 11 OF 11 FILE NO. 3171 BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL no greater than 2% in all directions. READOUT IS REQUIRED. SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 11 � `. �� \ ��� � �� � � � � \ / l�� (�\ r` �o/ � � ^ p {�\ / : » � �� * � , \ � ��� � � AREA TABULATIONS AREA EXISTING PROPOSED GRAVEL 70,591 SF 65,208; SF ASPHALT 49,658 SF 43,593 SF ROOF 10,900 SF 20,848 SF TOTAL 131149 SF 129 649 SF WEIGHTED "C Pre" COMPUTATIONS TOTAL AREA=3.01 AC. 1.62 AC/3.O1AC.=0.5382 X 0.75=0.4037 1.14 AC./3.OlAC.=.3787 X 0.90=0.3409 h �x- >:x\ 0.25 AC./3.O1AC.=.0831 X 0.90=0.0748 \ LO WEIGHTED C Pre = 0.8194 WEIGHTED C Post COMPUTATIONS/ , E TOTAL AREA=3.01 AC. 1.50 AC/3.01AC.=0.4983 X 0.75=0.3738 1.00 AC./3.01AC.=0.3322 X 0.90=0.2990 0.48 AC./3.OlAC.=0.1519 X 0.90=0.1431 WEIGHTED C Post = 0.8159 "NO SWM REQUIRED'- _-- - -- jW1 WA5H -------�� RACK / I OFF -SITE TO EX. 2 A=0.18 AG. C=m.80 GA=0.58 6.80 6F=3.94 CFS. ,s r=- LIMITS OF ELEARING _ 4 GRADING I I I I ^,\w I I TO EX. 5 36...AG_ C = 0.80 CA =.5 CL 31LI34 CF6 1 e F - I j I ONSITE TO EX, 2 A-3"'.02 At. ��- EC -I, STONE TO EX. 4 r" A = 0,19 C. C = 0.80 CA = 0.:5 = 6.80, , Q0 = 3.94' CFS. _. C, _. C=0.80 - - CA = 0.58 x _ f Q0 = 3.94 CFS. --- _I ' AREA TO SILT - ;TRAP 'r1=1.18 AC. � jf LIMITS 10F DD I CLEARING 0) - 4 G-�RA� 50 ING _ mm AREA 'PTO 51LT mm m600. m6 TRA#1�-1.84 AC, m2- �-._ ...� P ti �02 00 02 (00 t y mm a 2 ► _ 01�5 +02 0202 00 0 0200 ST 1 w.. 02 0b �Ex_ SILT TRAP TABULATION 6T-2 AREA =1.18 AC. REQUIRED STORAGE = 158 CY PROVIDED = 60' X 30' X 4' = 2(o-f CY LENGTH OF OUTLET STONE = 11' p.. SILT TRAP TABULATION 5T-1 AREA=1.84 AC. REQUIRED STORAGE = 241 CY PROVIDED = 60' X 30' X 4' = 261 CY LENGTH OF OUTLET STONE = 11' -r -1; 4.011 0 m m mi 0 A mim a I W�llkl 0 111&1 A Q 1 1:4 0 1 metffl L 1:* m a[*] CNA to] L LIMITS OF CLEARING 4 GRAD INCH LIMITS OF GRADING TO EX. 5. A=1.33 AGE C=m80 GA = I.(06 Q =1.24 GFS. DD I _----'�'! LIMITS OF SF CLEARING R GRADING 4 1 , _ 30 15 0 30 60 SCALE: 1 " = 30' z Wui 0 Z W o cu Ln co a : ' CO cn � w Zx �> �CQ LoCQ Lid 0 U .Loi E-+ ulul N a� o W U) V1 z z z O 00 0 0 � 5 o p > w w w aaa w w w a a a w o 6 o CO o °' Q CQ 0 0 p C MARK D., SMITH y 1-0 No:022837 W L (IDNAL �4 E-E-' j Q O _ E4 ��D O cr v� W � v � WQ O ImO fs, o w U.. � DATE: FEBRUARY, 2004 SCALE: 1" = 30' DESIGNED BY: CR FILE NO. 3171 SHEET 2 OF 11 � � o o « \\ � f' ¥ � m \ � ��\ /T. ayƒ s.. . � TYPICAL TREATMENT— 2 CONSTRUCTION OF A SILT FENCE SOIL STABILIZATION MATTING (WITH WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE 1. SET POSTS AND EXCAVATE A 42. STAPLE WIRE FENCING TO THE POSTS. SLOPE INSTALLATION LINE TRENCH UPSLOPE ALONG THE LINE OF POSTS. 70• MIN. EXISTING EROSION AND SEDIMENT CONTROL NARRATIVE - Al O PAVEMENT A, "II 5:1 FILL SLOPE SECTION PROJECT DESCRIPTION W RLTER CLOTH-- ®• M,NMOUNTABLE BERM THE PROPERTY IS LOCATED IN FREDERICK COUNTY AND FRONTS ON RT. II -MART INSBURG PIKE. THIS SITE IS TO Z SOIL STABILIZATION MATS SHOULD - �-� /` , At �0P70N�� BE DEVELOPED AS SHOWN HEREON. 6WM IS NOT REQUIRED. THE TOTAL PROPERTY CON5IST6 OF 4.52 ACRES BE INSTALLED VERTICALLY ® 5. NOTE: SLOPE SURFACE I DOWNSLOPE FOR BEST RESULTS. v ® nNHALL BE SM OTH I � � �/ SIDE ELEVATION OF WHICHAPPROXIMATELY 3.10 ACRES WILL BE DISTURBED FOR CONSTRUCTION. ® ROCKS. LUMPS Of f £XlS71NG GROUND DIRT, GRASS AND STICKS. MAT SHALL / ( ` (III / �11 IIIII MIA EXISTING 61TE CONDITIONS 70 BE PLACED FLAT / �s t / �� 10 ON SURFACE FOR l-_ r _ THE SITE 16 CURRENTLY USED A6 BLOCK AND BRICK YARD WITH EX16TING BUILDINGS AND PARKING. SLOPES RANGE FROM 2 TO 4 PERCENT THROUGHOUT THE PROPERTY. uj PROPER / I B COO CO WASHRACK 1D' MINCO v T y (°P"°"`�' ADJACENT PROPERTY �" 0 _4' 4 v 0t6F3 _ FLOW III II" III I" THE 61TE IS BOUNDED BY RT. II TO THE WEST, BY C6X RAILROAD TO THE EAST, BY M2 ZONED PROPERTY TO THE SOUTH, AND BY RP ZONED PROPERTY TO THE NORTH. lu °1 � co ® - 12' MIN. • 10' MIN EXISTING •� 4" PAVEMENT M C1 0) ER05ION AND SEDIMENT CONTROL MEASURES I 1 .� p I DIRT SHALL BE 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKfILL AND COMPACT THE UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED Z x , O � TAMPERED PRIOR - , FENCE AND EXTEND I7 INTO THE TRENCH. EXCAVATED SOIL. TO LAYING TOP VDOT /I _POS1nW DRAINAGE 70' MIN. 5..I� ----_ LAP OVER COURSEAGGREG4TE B I TO SEDIM DNS£ ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRCxINIA EROSION AND SEDIMENT CONTROL HANDBOOK C`�/ESCH). w �, W I o UJ TOE BERM IUST ANDEGR/ESS PLAN VIEW FULL STRUCTURAL MEASURES n MAINTAIN SLOPE ANGLE TRENCH INTO BERM AND d1 i A CONSTRUCTION ENTRANCE WITH WA5HRACK SHALL BE PROVIDED TO THE SITE FROM RT. 651. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY PROGRESS DOWNSLOPE j SILT FENCE INSTALLED ADJACENT t0 THE ENTRANCE. s H 4. 12' MIN. TOP Of II II J" MIN. SLOPE LINING SLOPE LININGCUT SLOPE ~ II II J' MIN. SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE ER06ION ACRO55 THE SITE. � 0 (WET SLOPE ) .:;,._;� (DRY SLOPE) � c�/ �_ �� r-- / FLOW / I FlLTER ccoTH� � (1) TREATMENT - 2 // SECTION A -A VEGETATIVE MEASURES 'd POLYPROPELYENE III NON -WOVEN 2' PERMANENT OR TEMPORARY 501L 6TA51LIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING 15 REACHED ON ANY o W (NEEDLE PUNCHED) F1l�ER COSouRCE TREATMENT - 2 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. OC or e IALER ox w��`F'�R� PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (i) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT �" D Of C -•e ~" - WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL StABILIZATiON SHALL BE APPLIED t0 ALL AREAS THAT ARE LEFT DORMANT TREATM Ni - 2) WP : n BOTTOM OF ALL SLOPE FILTER FABRIC �r' � FOR MORE THAN SIX (6) MONTHS. ul SOIL-�_ E U) U) IW-III I WIRE I 1 TOP501L THAT HAS BEEN STOCKPILED 15 TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER E' rFr��'..' U BOTTOM OF CUT SLOPE _ REINFORCED CONCRETE 0 IN SPACE w z BOTTOM OF CUT SLOPE �R R( SHHOUINTER SECTION B-B GRADING. W SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.3E-5 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 ALL FILL AREAS AND POND EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR Z � ' Sherwood Tyaut SOURCE • ADAPTED from 198,E Maryland Standards for Soil erosion and Sediment Control, o d Fa. DSWC Plate J02-1 0 O O � PERMANENT VEGETATIVE COVER ALL FILL FILL 5LOPE5 OF 2:1 OR GREATER SHOULD HAVE MATTING AND CROWN VETCH TO PREVENT EROSION AND ALLOW FOR LOW MAINTENANCE AS IT 15 DIFFICULT O O Z FENCING AND ARMORING ROCK CHECK DAM TEMPORARY DI VERSIO DIKE' TO MOW A ELOPE WITH A 2:1 RATIO. Pq r) P o CONSTRUCTION SEQUENCING a 1. INSTALL CONSTRUCTION ENTRANCE AND WASH RACK W W w 2 ACRES OR LESS OF DRAINAGE AREA: 2. INSTALL SILT FENCE 3. CONSTRUCT DETENTION POND/SEDIMENT 5A51N 4. BEGIN CLEARING AND EXCAVATING W W W 6" } 5. INSTALL CHECK DAMS AND OTHER PROTECTION MEASURES Ix C4 Ix DRIP LINE FILTER CLOTH 3" MANAGEMENT STRATEGIES W a o 0 (OPTIONAL) CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. F' CO CO � C\2 CD r A \ \ SNOW FENCE (DOWNSTREAM VIEW) SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. o 0M co 0 VDOT #1 _ THE SITE SUPERINTENDENT SHALL BE RESPON615LE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. / COARSE AGGREGATE OP r.w rwl AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED "I'* AND REMOVED. �I FLOW 2 � 3" O C, 111� 1 ^01 I Comp trd Soil DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAYBE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. It 15 THE CONTRACTOR'S RESPONe .,EsILITY TO PROVIDE ADDITIONAL MEASURES TO TH06E SHOWN AS U M RK D., SMITH BOARD FENCE 00 la" m,n. NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEA5URE5 SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE VETCH. N0.022837 00 pW CORD FENCE 2-10 ACRES OF DRAINAGE AREA: .-- Flow O� �!'- � - MAINTENANCE �-7 PLASTIC FENCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REi"RESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE sI4NAL CORRECT METHODS OF TREE FENCING 1 - REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSUF=;E THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE 6" 4.6' min. FERTILIZED AND RESEEDED AS NEEDED. 15 FILTER CLOTH 3 TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. � � ►� � I 1 (OPTIONAL) GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL 16 CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR (DOWNSTREAM VIEW) REPLACED. VDOT #1 PERMANENT STABILIZATION COARSE AGGREGATE ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE (/ FLOW ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VE5CH. ?'1 3 r•� """" SEEDING NOTS: H •� CORRECT TRUNK ARMORING •" 00 TRIANGULAR BOARD FENCE CLASS 1 RIPRAP 1. TOP501L SHALL BE SPREAD AT A DEPTH OF 411. SOURCE: VA. DSWC PLATE 3.38-2 PLATE 3.20-1 SOURCE: VA. DSWC PLATE 3.09-1 2. PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO 601L AT A RATE OF c32 L55. PER 1000 SF. (2 TONS PER ACRE). Oa ® E � 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 L55. PER 1000 SF. (1000 LBS. PER ACRE). Q � TEMPORAR Y SEDIMENT TRAP MINIMUM TOP WIDTH W E ROS 1 ON/5E D IMENT CONTROL. L, FzCiEND 4. SEED MIX SHALL CONSIST OF 61 % KENTUCKY 31 TALL FESUE AND 33% SERICEA LESPEDEZA APPLIED AT THE RATE OF 120 LBS. PER ACRE. E-I ,� > 1'I VARIABLE REQUIRED FOR IS'EDIMENT NO. KEY SYMBOL DESCRI TION 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREA5 AT THE RATE OF 3500 L55. /� /� PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE O ORIGINAL VARIABLE* TRAP EMBANKMENTS' TEMPORARY RAVEL CONSTRUCTION OF 200 GALLONS PER ACRE. � � W EE--+ ER VUND 1 D 3.02 CE ENTRANCE (o. IRRIGATION SHALL BE PROVIDED AS FOLLOWS: 2 SPIGOTS P-1 0 E--� ACCORDING TO HEIGHT OF o r' M o 67 CU. YD./ACRE 3.05 6F X�� - 511-T FENCE W �./ N � VARIABLE � EMBANKMENT FEET ) 3.01 I P STORM DRAIN INLET PROTECTION MOTES: Q � � I. A LAND DISTURBANCE PERMIT NEEDS TO BE APPLIED FOR r, 67 CU. YD./ACRE 4• MAX. AND ISSUED BY FREDERICK COUNTY PUBLIC WORKS PRIOR TO INITIATING (EXCAVATED) ALTER CLOTH OROU o 3•06 e CULVERT INLE PROTECTION ANY SITEWORK ® w ELEV. 2. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. Q W *SEE PLATE 3.13-1 COARSE AGGREGATE' CLASS I RIPRAP 3.0cJ pp ® TEMPORARY DIVER510N DIKE O Z (Z', 1-1 Cc ® � CROSS SECTION OF OUTLET W H 3.10 FD FD TEMPORARY ILL DIVERSION 51LT TRAP TABULATION 5T-2 51LT TRAP TABULATION ST-1 0 �"`' in H o W RWD AREA =1.10. AC. AREA =1.04 AC. CLASS I RIPRAP LENGTH IN FEET) 1.5 0.5 2.0 3.11 RWp TEMPORARY RIGHT OF WAY DIVERSION w _ _ 6 X DRAINAGE AREA 2.0 1.0 2.o REQUIRED 5TORAGE = 15B CY REQUIRED STORAGE = 241 CY - -- / (IN AC.) DIVERSION 3.0 2.0 2.5 3.12 Dv --►-0- 0- DIVERSION PROVIDED = 60' X 30' X 4' = 261 CY PROVIDED = 60' X 30' X 4' = 261 CY DIKE 3.5 2.5 3.0 LENGTH OF OUTLET STONE = 11' LENGTH OF OUTLET STONE 11' H o H 4.3.3.0 3.13 ST 4.5 3.5 4.0 TEMPORARY 15EDIMENT TRAP �+ 5.0 4.0 4.5 OUTLET PROTECTION ARE4MAx. DEPTH' ORIGINAL 3Z0o / ROCK CHE CK AM5 GROUND ELEV. 3.33 50DDINC�CIOVARSE/AGGREGATE** DATE: FEBRUARY, 2004 11 l / �''� ���- 3.38 TP 0-0-0 TREE PROTECTION EXCAVATEDCAFILTER CLOTH ��� LCG LIMITS OF CLEARING 8 GRADING SCALE: N/A $COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 ® [DRAINAGE DIVIDES DESIGNED BY. CR OUTLET (PERSPECTIVE VIEW) CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED FILE NO. 3171 SOURCE: VA. DSWC PLATE. 3.13-2 SOURCE: VA. DSWC PLATE. 3.13-1 WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START SHEET 3 OF 11 EX 6LM _ EX. C 8Cx _ PIN 54A-I-155 $HOCKEY INDUSTRIES INC. 0.11 ACRES ZONE:. 52 USE: COMMERCIAL Ex i;;, w/f"! EX. EP al='PiOX. LOG.) EX. POWER POLE ` - UA /WU7F /1- MART/AOSUAR3 P/KE W TO REMAIN (VAR/ARLE' 0=4 RiW EX. EP EX. ASPHALT TO BE REMOVED EX STONE WALL , EfRATION i J I E:i t.: I �.::: ::.... F X I . I �. l t , t �. �T� �____ STON E i L....,.....,:...............:.:,.:.:J::::.. -- - -- - - - -- ----- �. Gil .•.•:•:•:•:•:•:•:':':•�•..•. X: AS..µ... :. � -'• '-. vED � l { i 1 1l .......Q. BE PPED :EX:. ASF'HA1rfi. . EX GAS VALVE 1 c[ H .......... X. AS METER C E G E ER o ...... TfJ' ' MO . .... ......... • .... T BE. G,4E?PED..... .... BE RE SET .......... :::::: .... .......... m ..... ...... ........ ....... .... • .........:� ,AND PIPING ............. ............ ........... ............. ......,. RED ..... TO REM OVED vED RE } ca .. , X •.. i w - 1 I 'r 1 I �.. �•.:.. 1.: :::.. i r ro REMOVE ue ,..... . ::.. ti . ! EX. ASPHALT BE RE vED { i. f� l� ( U .I. • i 140iilf , v I • .<t CC�� . [Q � �.,...,.•.,.•.•.•.•:•:•,•,•:•._.•,,.•..:.:...:.:.....:.� : :.... ........:. :.....:,,.. _ EX. BRICK WALKS ;: _ REM YED � _ TO BE MO z RE D - - �. I IQ f X wP L �'�i zTION OF X, G V O RA EL P R E. X'- ASP A ..........'...' MLT, <: � TO BE REMOVED.EX. BRICK WALK - -- - TQREf�9A1N :.....:.....:......;.:...;..:._.......;.:.:..._...:...:...,.....;...........:.:.,.;,. �TO BE REMOVED !- :...............::.:...:... EX. I STY. ... ................. m .o,� - ......... :•:•:•:•.'':•:EX: B[�ICIK:�t,UALK�:�:�:•...:.:...:...::.:.......:... nc� �...::.....:...,.....:.:.-...•.;.•...:•:'.•.� r.....:.:.....'...::::. 'i li Q a AI RE M N X , P O I f" O '.I I C I :.. PIN 54- -1 1 A 9 ' —_ ........... J �.... - L VER SONS INC. v - \...... ......... ......... ............... ... TO REMAIN ai ........... ..�-fir- ............. ....'.•.. .... ri E STORY tI[ ® 6 •I � II EX. ASPHALT I : TO BE REMOVED BLOCK WALL I� .1 I I G -ems I r TO R�'9fi111� zl . 1� i I �I w �.. �� 11 :.�� �_ - ....,......: ................. ................ ��?' EX (STORY I — i {, . c -- :EX: ASPHALT.. a TO REMAIN i !G Il :' fiO:'.. M �. RE I' "' x. ow o .t EX. ASPHALT . •.•....•:•.•.'•.•..••.•.'....•.;... ..•. E P ER P LE C1 TO BE REMOVED ;'(;:,:,:,.;:,':.:,:,:,:.:_:.. .:.: :.:.: .::.::.:.:.:. TO REMAIN ................. :. �.;.— a! z RE 1� - �- d I fi0. . I"�A1�*I.i II _ L TO BE REMOv:aD !�I 1X EX. GRAVEL I I _-- To REMAIN L- EX. GRAVEL I TO REMAIN r> LuF I I EX. GRAVEL EX. GRAVEL �`? TO REMAIN -- -- t— TO REMAIN i EX. GRAVEL LEGENED TO REMAIN DENOTES-HEAV�' PAVEMENT _ �'__ -� r0 BE REMOVED SL ............. 1DENOTES-Lf��4T FAVE ENT TO REMAIN .........:: .w. sp..„...,........tb'W""°.."'•.y..•��.........i�'^^."..�.......�41.........,...•�.,—.-.`—.""gy...�......... f..—..,,.....«>nJ , .—.,...•r,..,,.....F.:. '..:'tl;4f i:X'c�'� LxkP �� GL M04." PAVEMENT DETAIL NTS w �. - - --- w W w of � ...� � _ _ �v _ �_ � .. _, << ...., � �.w .. ; t ­. -- - - W EX. CG-2 TO BE REMOVED EX. CG-2 TO BE REMOVED MO VED RE - _ T EX. CG 2 TO B _ -�-- EX. ASPHALT TO BE REMOVED 3' SEPERATION w CHA IN LINK FENCE - ---- x- - 0 N z r--I W o W Z 0 Z W _ o CD Lr) 00 c d J)I Qp cont CO CO to I Z x �c\j � Cv W - _ --�� - ---- _ Wo aLO � U Lo u)w o w cn l� w _.A l.j s Q� 1 112 5TORY rJ 5TONE buVLDiNG PIN 54A-I-18 AUBREY L. LILLARD 1.00 ACRES ZONE: RP USE: SF. RESIDENTIAL NOTES: I. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE, RELOCATE AND RE -INSTALL ALL REQUIRED HOOK-UPS FOR WATER, SEWER, GAS AND ELECTRIC TO ALL EXISTING BUILDINGS AFFECTED BY THE PROPOSED CONSTRUCTION. 2, THE LOCATION OF ALL EXISTING UTILITIES, HORIZONTALLY AND VERTICALLY "ARE APPROXIMATE" AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE THEM FIELD LOCATED AND VERIFIED. N W H U z w w W O 00 N O O W Q Q a U 0-11xf r, a a a W a o 0 F, CQ o as Q C\2 co cy:) 0 0 0 Iry vv�_k): MARK D, SMITH No, 022837 W S-ONAL DATE: FEBRUARY, 2004i, SCALE: 1" = 30' DESIGNED BY: CR FILE NO. 3171 SHEET 4 OF 11 AD NOTE: 1. REZONING APPLICATION #01-03 WA5 APPROVED FEBUARY 12TH, 2003 BY THE FREDERICK COUNTY BOARD OF SUPEIRVISORS, TO REZONE 2.63 AC, TO THE 52 D15TRICT AND 2.01 ACRES TO THE 53 D15TRICT WITH ASSOCIATED PROFILES. 2. RIGHT TURN LANES PROVIDED AND THE PLAN IS APPROVED BY VDOT. 3. SIGN DETAILS TO BE PROVIDED WITH APPLICATION FOR SIGN APPROVAL. „r Q� 4. THE 50' WIDE STRIP OF DENSE HARDWOODS 20 ALONG THE NORTHERN PROPERTY SHALL NOT a� BE D15TUR5ED- ° Q 5. BUILDINGS SHALL COMPLY WITH THE VA. UNIFORM STATEWIDE BUILDING CODE AND SECTION, 304, USE GROUP B (15U51NE55) AND 311 USE 5 (STORAGE) OF INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO Allll-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. (o. HC PARKING SHALL REQUIRE A MIN. 3 SPACES UNDER TABLE 1100.1 OF THE IBC. THE SPACES AND UNLOADING 5HALL NOT SLOPE GREATER THAN 2% ACROSS AREA. PLEASE CONFIRM SLOPES ARE IN COMPLIANCE ON THE ACCE5515LE ROUTE TO AND FROM THE PARKING TO THE STRUCTURE. ALL REQUIRED EGRE55 DIIR SGAKK VE ACCE5515LE. NOTE THE REQUIREMENTS IN SECTION 3408.E IBC ALTERATIONS-` AND ADDITIONS (ADA 20% RULE) FOR COMPLIANCE WITH AGCE55151LITY REQUIREMENTS ON THE EX15TINC STRUCTURE. I SECTION 112.1.4 OF THE USBC REQUIRES A55E5TO5 INSPECTION FOR THE RENOVATION AND DEMOLITION OF THE EXISTING STRUCTURES PRIOR TO PERMIT 155UANCE. S. TH15 TYPE STRUCTURE 5HALL BE SUBJECT TO SPECIAL COMPLY WITH 5PECIAL INSPECTIONS ACCORDING TO CHAPTER 11 OF THE IBC., CONCRETE, ETC.) PIN 54A-1-155 SHOCKEY INDUSTRIES INC. 0.11 ACRES ZONE: 52 USE: COMMERCIAL EX. SIGN TO BE REFUR515HED Ex. C * C1.5. 'OCl T 1I - 1 `9ART/N643U Cs -._-_.-----'—�`��-- F I f..f 1. 1 en A •�I/ 1� Ir /. f'�Ta-f A III PIN 54A-A-3(ol FORT COLLIER GROUP 14.S4 ACRES ZONE: MI USE: INDUSTRIAL PROF. CG-12 150' LONG PAVEMENT TRAN51TION TO BE XREFUR515HED (DETAILS 5Y OTHERS) i w CHX AIN LINK FENCE —-- ----- X --- -- - . STONE BUILDINC; 4_1 +I I I >� J I BLOCK ! d:5 ( -- 112.05 PIN 54A-1-I8 AUBREY L. LILLARD 1.00 ACRES ZONE: RP USE: S.F. RESIDENTIAL uj C:' 30 15 0 30 60 SCALE: 1 " = 30' W o w z z w 0 Ln ao c\l It bb CDI I� z �> x In� w b rio w a� Hw W o 0 0 F, C\l o CQ 0 0 0 a MARK D. SMITH � '0 No.022837 A� L-01VAL DATE: FEBRUARY, 20041 SCALE: i" = 30' DESIGNED BY: CR FILE NO. 3171 SHEET 5 OF 11 < 125C FIN 54A-1-155 $HOCKEY INDUSTRIES INC. 0.11 ACRES ZONE: 82 USE: COMMERCIAL /CX\ 23 O&Rv P. — I all I 1,4e5 6F If OSE: &TORA(SC-i. 50 -L- TLU 10 yw —x I J WALL EX IDI-- V= loo YR. W5F- 106.10 LLI 116 ILI 00 10 FG5 /,A a" 5AN. 6EW. V) 712 710 -110 X. 1 0 y R OXCULY. I 1 0 c- foa -106 4t:, R4 IL FIN 54A-A-361 FORT COLLIER CROUP 14.S4 ACRES ZONE: MI USE: INDUSTRIAL 11ro I 1,501 5F STORAG 00 'EfRHEAC) 125r DR 15 EIRHE 00 4 5r 2o j 00 00\ BUJ 4L) TR'.' FM EX FM CHAIN LINK PENCE —1 'L.- 1 112 6TORY 6TONE (5ulLDIrqc; FFE=ln.joj j PIN 54A-1-18 AU5REY L. LILLARD IDO ACRES ZONE: RP USE: SF. RESIDENTIAL INE BLOCK -rF;: 112.05 Ff x 0 z CD LLJ z uic\l o 0 00 C\2 C\2 g" , C00 C.0 c\j i b to In I m CD I 't cu Lo c'j 0 Ln CD t E- rx� 30 15 0 30 60 SCALE: 1 30' cr) ul C/I 0 U) E- E- E- U z z z 0 00 >-, U) E- '--4 E, F, Z > 0 0 � w Q C::� 0 > u P4 04 , x, "Zil -It co) co 00 m C\2 c) C12 CID o) CD c:) C:) �D MARK D, SMITH '-` It No,022837 cg A. L ILI E, E- Z o .j im (� W E- U) 0 zw Uo cr. w ® � p cc0 F-T, E- LL U) DATE: FEBRUARY, 200 SCALE: I" = 30' DESIGNED BY: CR FILE NO. 3171 SHEET 6 OF11 r-i — W W Z CD PIN 54A-1-15B Z $HOCKEY INDUSTRIES INC. W 0.11 ACRES o cm ZONE: B2 � � USE: COMMERCIAL PROPOSED 6" D.I.P WATERLINE "A" �� °' c TO BE OPEN CUT TRENCHING.40 �. x INSTALLATION IS TO BE EX, 4:a.i_1y1:1" _— l o COORDINATED WITH FCSA EX. FI,-0f Y� 13_ ,r.. 0� 20 AND VDOT _ ui 1-8" WET TAP _ " I �— _ �— — -- U Lo 18 VALVE EX CITY OF �-- _ ; _..__r.. �� �� _.._ �a> �, PROP. 4" SAN. LAT. IAPI_OX. LOG.)---- t3 _ r f__- i3 IF EX. LAT. CANNOT BE USED u.S. �eDur 11- MARr/NSBu t'l EX. 5MH TOE' = `I 10 T .� W L/DrNx. 4� SEE FCSA CONST. NOTE +'S < �R/�B J (9 Oif�v TOP=�O �O SEWER TAP BY FCSA INY=701s m \,aa APPROX. LOB _ w INV=100.39 CONTACT EARL WILEY /EX, S" FM Ar�fiOX- LOG/ x. 0 1�Y_. - -- — - -- — _--- — --- - --- --- -- -- - -- - -- - ——._ _ - L �c1 -- �- F - - ---W-- 1 E, f' --� -� -- _ -- - -- __ EX, a �I I , - k X lei E7� I= Iv1 EX r s,3 - �_�� I � - - ' EX F __ �� y� 6�� d Ex. G �� EX I Ivl ...._...-_....... LX Erl '.-'�`.._"' I:.lv 1'r� 1w� In i'�1 • �:, - _"."" Ln I•��I psi FM -- - --w 1r.`,� h �i �-- � E --- --- I o r J` rqv& X�� APPROX. LOB.,. i w EXT ND [EX MPL41XTND EX. 51" 1N TOP=106SO 1 Am T F .. '- IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE, RELOCATE AND RE -INSTALL ALL REQUIRED HOOD -UPS FOR WATER, SEWER, GAS AND ELECTRIC TO ALL EXISTING BUILDINGS AFFECTED BY THE PROPOSED CONSTRUCTION. THE LOCATION OF ALL EXISTING UTILITIES, HORIZONTALLY AND VERTICALLY "ARE APPROXIMATE" AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE THEM FIELD LOCATED AND VERIFIED. Af:w �+5� \! / OJiN�� PIN 54A-A-361 FORT COLLIER GROUP 14-S4 ACRES ZONE: Ill USE: INDUSTRIAL PIN 54A-1-18 AUBREY L. LILLARD 1.00 ACRES ZONE: RP USE: S.F. RESIDENTIAL 30 15 0 30 60 SCALE: 1 " = 30' U) U) U W z z z z� 0 0 0 5 0 0 � W Q Q 0 > L) w w w a a a w w w � � a W -1, 0 0 C\2 o a' Q ci Cr) Cy) 0 0 0 rr c\l00 cz cD c\2 a� "tc\j �C\2 I 0 O ,4Lo a `r' E I VRK D, SMITH v vlo No.022837 LIS,- ONAL DATE: FEBRUARY, 20041 SCALE: 1" = 30' DESIGNED BY: CR FILE NO. 3171 SHEET 7 OF 11 ! "§ ✓'"��µ`�Y �m 11` .... gI�,7�`""7'� ��/ ! St��.m+jY fe.�� `" ,. 3 ;y i � .�,:a.:mxmxc�.wax,c.+:ar+-cvra�a^...J.r�.^:vuve:r:::cs-.v�+,�+aeas'r �.am,�.a�a:.:,�.:,ew,-..;ux:c;,-....._4..•.,. � i 6 Rnl fm E ? FY _. all L x w. TREE LEGEND SYMBOL allANTITY NAME OF PITANTTINGMz REMARKS CALIPER REMARK-5 R5 i RED BUD 545 2" MIN DW I DOGWOOD �' 545 2" MIN wo 3 WHITE OAK 545 2" MIN RO 3 RED OAK 545 2" MIN ERC 31a EA5TERN RED CEDAR 545 N/A IROFFSfRED THIS SHEET FOR LANDSCAPING PURPOSES ONLY1.1.1. � e Cy t � M � O `5 t ,— O U OL 11— C� } f yip t r t ;sue r�� Jii is it '11 i t CD CQ W o W Z CD Z W O CD Ln coco �Ln Z x LO � W � LLJ LO CD E-y CS, or) w m a) 0 .rN, �^^ W U) w Y) W E-i E--+ U zzz Z O 00 o o � > Q o a a aW, w w w x x x u MARK D. SMITH No, 022837 _ 7~, C� �� S"0 ALIle Z V 1^ hr-i z w� ao � O V r , Cr E �Q4 ZW (r O w U) f i 15 1 30 .1 DATE: FEBRUARY, 20041 SCALE: 1" = 30' DESIGNED BY: CR FILE NO. 3171 SHEET 8 OF 11 0 jr= X C E SIGHT DISTANCE 14zo - ----------- MAfRTIN55URG PIKE V 14nv EX SEEDF 'X SIGHT DISTANCE _ , fl _ 41 m I S 1,9a z I x 100Z CL7777777777=77-1717 -a��IL4 LIN< VCE AF- 1112 STORY tu EX I 51"Y BULD;Wz FFE-llill'3 71 0 REMAIN T Li 1.4 5F kl';r&;ZAU' [ ) r �X. 6TORr 13.61 r\ MDG. TO REMA FF-IOB22 0! X� FIFE, To F; jl i ORA vr I ;CrTj GA C) _X—X--X —.--X— wr: <1 E 24V,O UA IWJ17E # - MARrIN.40MW PhlrR (VAR1A04EW10rl4R4W W LLI CD m uic\l 0 CD LO co >= CV C\2 0,0 ALi 't C\2 Lo C\2 ui >, Lu 0 Q) 0 cf) z Z z 0 0 0 iD C) 0 > >a) U di CO 00 m CQ C) C\2 co cyD CD c:::) C) OF v \-/ MARK D. SMITH No 022837 C4 LIONAL 130 .............. ------ 130 --------------- --- - - --- --------- ----------- 125 . . . ......... ...... ....... E- 125 120 E- Z 120 _05 450' T Xr HE IGHT OF ;,FF i -T I 4N CE 05JECT! SIGHT DISTANCE> EXCEESPCsH DS 450- HEIGHT ISTANCE of HEIGHT EXCEEDS 4 1 11 : F QF ', OBJECT Fj TANC X �50 SIGH 115 HEIGHT OF ------ E--- HEIGHT-----�, HE IGHT bl OBJECT u (14 E, Z OF EYE OF E) U) �D T r 0 =x. GRADE; -a C.L. Ek GRADE a P L. OF MAR, TIN55UR3flIKE OF MARTIN65UP-n PIKE '110 E- -TO5 c/) 105 z (y, I }. . ..... . .... . I - E- co 100 1 1 100 ... .. ... .. ... 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 1(0+00 lb +5o 11+00 11+50 10+00 18+50 113+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 INTX, OF t-lAfRTlN65UFC;; FKE 4 FI�OFOSEID ENTFRANCES 50 25 0 50 100 SCALE: 1 50' DATE: FEBRUARY, 2004 SCALE: V. * 1 " 505' DESIGNED BY: CR FILE NO. 3171 SHEET 9 OF 11 0 NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SBALI BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. —I 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE ° EXCEEDED STANDARD CG-7 IS REQUIRED. .°' 41 P .a P p The bottom of the curb and - gutter may be constructed Parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. This area may be concrete SEFEREN REFERENCEE COMBINATION 6" CURB & G U TT E R REFERENCE 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 EX £P 12' POINT OF FINISHED GRADE 2 SURFACE SM-12.5A OR SM-9.5A 6" BASE BM-25 �12" TYPE 1 SUBBASE LIMITS OF SUBBASE AGGR. BASE 21—B COMPACTED SUBGRADE SHALL BE COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONE PER VOOT VT44-1 METHOD NOTE: ULTIMATE PAVEMENT SECTION SHALL MEET OR EXCEED THE EXISTING PAVEMENT SECTION ON MARTINSBURG PIKE (RT. 11). THE CONTRACTOR SHALL PERFORM A TEST BORING FOR VERIFICATION PURPOSES. STANDARD TYPICAL SECTION FOR ENTRANCES, TURN LANES AND TAPER PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. (radius to be as w shown on plans) I L \`4' SIDEWALX 6. Note: Width "B• 2'-0" or as shown on typical section. CG-11 XX Street approach some surfacing as mainline A I roadway (Radius to be as shown on plans) L10 ®Radial ombination / �2" 1 curb and gutter ' * 6" Class A3 (H.E.S. •' ' Optional Flow Line Concrete a _ Z_ o Expansion Joint A w I SECTION C—C Mainline roadway PLAN VIEW 10' Parabolic Curve ® Construct Grade changes with a parabolic curve. Edge of shoulder 8% Max. ® _ or Optional Flow Line Slope Change — — D When St'd. CG-11 is used for entrances built in conjunction with VOOT projects, please Mainline Roadway — — — — — — — — note the following: 8% Max Slope Change ® _ -- )KMainline pavement shall be constructed D to the R/W line (except any eubgrade 40' Min. for Street Connection I stabilization required for mainline pavement which can be omitted in 20' Desirable for Commercial Entr. the entrance.) 5' Min. SECTION A - A A Radial curb or combination curb and gutter shall not be constructed beyond the R/W line except for Guidelines for Grade Change D replacement purposes. When used in conjunction with standard Entrance Volume Desirable Maximum CG-3 or CG-7, the curb face on this Standard is to be adjusted to match the High (more than 1500 VPD) 0 R 3 % mountable curb configuration. 6 % See Standard CG-12 for Curb Ramp design Medium •500-9500 VPD 3 % to be used with this Standard. Low (less than 500 VPD) i 6 X 8 % © When the entrance radii cannot accommodate the turning requirements of anticipated heavy truck traffic, consideration should be given to increasing the depth of adjacent proposed sidewalk to 7 inches. 7L Optional flowline may be used for entrances in cut sections. Optional flowline may require warping of a portion of gutter to preclude ponding of water. SPECIFICATION METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 LIGHT PAVEMENT SECTION NOT TO SCALE LIGHT PAVEMENT SECTION 2.0" SM-2A 6" 21-B BASE STONE PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. SDR 35 spigot SOR 35 spigot by It gasketed ///���SDR 21 gasketed bell 45' bend / bell adopter (see note) / 2' llm' SDR 21 gasketed SDR 35 8'x4' pipe and fittings SCH asketed bell wye solvent D v (see note) weld cap U. property line location 4" pipe at 2.00% minimum grade concrete cradle if top of main is greater than 15' deep i6" min. cover treated 2"x 4' with top 6" painted green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 15 CG-12C q' MIN: q MIN• .. w,a.rnr�11l�1Ftt�'iIT�IG 12:1 8g`y��\�; CROSSWALK 2' MIN. T - AT 2• HIGHER THAN ED OF PAVEMENT ATE SAME AS TOP OF CURB CROSSWALK TY ICAL PLACE ENT AT INTERSECTION ....... 4'� WITH BUFFER STRIP bo • \: ®7" WHERE STD. CG-3 CG-7 IS USED 5- 2'-0" 5'-0" 5' MIN. OR CG �6 2 5' MIN. 60:1 MAX. (10:1 MAX. �Tp CG-2 ®6" 12:1 48:1 MAX OR CG-6 20:1 , A ALTERATIONS 4" •S 4' MIN. 5 0• 4' MIN. SECTION A —A PERMISSIBLE CONSTRUCTION JOINT NOTES: THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH B :o • B ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60' X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED 6' n SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. I_ CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 1 SLOPING SIDES OF CURIB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING ^ PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS, TANGENT PLAN IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES o ,gib CAN BE CAST IN PLACE', AFTER PLACEMENT OF PRECAST RAMP FLOOR. LIMITS OF EXPOSED AGGREGATE SIDEWALK PRECAST CONCRETE SHALL BE CLASS A-4. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP # 5 DOWELS, 8" FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2". SLOPE 12:1 LONG 012" C-C CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT PERMISSIBLE CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. MAXIMUM -PERMISSIBLE JOINT CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT CURB FOR CURB/CURB AND GUTTER. r a WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS 10 BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. SECTION B-B CURB RAMPS ARE TO ENE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE M WITHIN THE RIGHT OF ® WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS FACILITY THAT CAN BE APPROACHED, ENTERED AND OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. USED BY PERSONS WITH MOBILITY IMPAIRMENTS. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP SPECIFICATION REFERENCE (ACCESS FOR MOBILITY IMPAIRMENTS) >;az 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION Dt HEAVY PAVEMENT SECTION NOT TO SCALE HEAVY PAVEMENT SECTION 2.0 SM-2A 2.0" BM-2 6" 21-B BASE STONE PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. 501L TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. WIRE MESH REINFORCING V.D.O.T. S ROAD AND BRIDGE STANDARDS SECTION 301.04 ll " ram— CLASS A-3 CONCRETE \i�\r�\r�\i\\\r�\i\i\�\� 6" E3,45E 21-A COMPACTED 5U5GRADE (COMPACTED TO S5ra DENSITY" AT OPTIMUM MOISTURE CONTENT, VDOT VTM-1 METHOD) TRASH EDU1 If= ,5TE F� FAD (NOT TO SCALE) WIRE MESH REINFORCING V.D.O.T. ROAD AND BRIDGE STANDARDS SECTION 30IZ4 CLASS A-3 CONCRETE 6" BASE 21-A l�Vl 11-Hls 1 G1J vU�Jt..T1�/-16./G (COMPACTED TO'2l5io DEN5ITY AT OPTIMUM M015TURE CONTENT, VDOT VTM-I METHOD) 20' WIDE CONG, FAD [DETAIL (NOT TO SCALE) Dt-dulnppad TREE CG-6 `GRASS 1 PASS THROUG?i AREA CG-6 PASS THROUGH ISLAND DETAIL NTS SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. F.C. OR E.P. SIGN (SEE DETAIL) TI I �—� 2, WHFFI STOP T 0 04 or O 0 LIGHT COLORED REFLECTIVE BACKGROUND MAT'L. — DARK COLORED 2" LETTERS & 3/8" BORDER INTERNATIONAL SYMBOL OF ACCESSIBILITY 61 24 RESERVED PARKING n—�:- 9 4.0' MIN. 7.0' MAX. DISPLAY CONDITIONS UNLAWFUL 4" STEEL PIPE FILLED WITH CONCRETE PARKING IN THIS SPACE IS SUBJECT TO A FINE OF DARK COLORED REFLECTIVE ' 50.00 TO $100.00 BACKGROUND MATERIAL NOTE: LIGHT COLORED V LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED AT SAME POINT ADJACENT TO THE 8' AISLE. HP - 1 COUNTY OF 650.41 PRINCE WILLIAM HANDICAPPED PARKING SPACE STANDARD VIRGINIA 5 I WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE, DIMENSION SHALL BE 8' IN ACCORDANCE WITH VUSBC MINIMUM REQUIREMENTS. V ` Z �{ W o W Z V Z WC\1 O CO L0 Co CV to � 1 M �+ ✓ x \ CJ L0 CV w O W O c� U N V rat A rn rn w U O Q W U] W H Z Z z4 0 Ov 0 500� o Q > w w w a a a X E—C"J \ \ �i Cc C\2 O Q C\2 CO CO 000 CJ MARK D.. SMITH No, 022837 AL� O E— V) F- l Q 1.4 Eft wE-� w 0 Q �, (D C� U1 W � U I� Q � W W wQ IM O LL E- U) DATE: FEBRUARY, 2004 SCALE: N/A DESIGNED BY: CR FILE NO. 3171 SHEET 10 OF 11 A� L l �q���`��" � y���� �� -� �� a�. ;���� 120 120 ;TEST HOLE 1, 50'0 115 _ PROP I 110 GR4DE AC :_ 110 PROP.. ul/ � 3- N x W _ -Too ...._ 100 W ®®X } WQ 1co � W 9+50 10+00 10 +50 11 +00 W/L 11,411 O VER4L L L� I VIL E I-I,4)' 1"=1000, 120 I15 L. 110 Z3 d' 695 dju 8+50 9+00 9+50 10+00 10+50 11+00 11+50 115 'i05 m ___J 695 12 +00 W 0 W Z CD z Wc\2 o �0 00 C Qcu 00 0) �rn � W � ) W0 � N C co U) A N O �� o W � w W E-+ E- U z z W W W 0 00 o Z � o w Q Q o Gy > > U W W W a a a w w w a a a w o a a E-, �CQom Q 0,3 0 0 O 1 MARK D. SMITH No, 022837 W 41. SIONAL � J Q� � wZ U) w o �w a �Q o U [� (D w LL E- U) DATE: FEBRUARY, 2004 SCALE: V: 1" - 50 DESIGNED BY: CR FILE NO. 3171 SHEET 11 OF 11