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Home My WebLink About16-03 Winchester Industrial Park - Mini-Storage - Shawnee - BackfileIVI I I -iLN -- I . I W-Ll� C �� JL �� OWNER : WINCHESTER INDUSTRIAL PARK L.L.C. PARCEL IDENTIFICATION NO. TM 64-(A), PARCEL 81 -A LOT AREA 7.2 AC DISTURBED AREA 6.8 AC CURRENT ZONING M1 CURRENT USE VACANT PROPOSED USE : STORAGE BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED = 35' BUILDING SETBACKS: REQUIRED: FRONT: 75' SIDE: 25' REAR: 25' PROPOSED: FRONT: 100.00' SIDE: 35.0' REAR: 65.2' (269.9' ROUTE 50 R/N) F.A.R. CALCULATIONS MAXIMUM ALLOWED = 1.0 OR 313,632 SF LOT AREA = 313,632 SF EXISTING BLDG. = N/A PROP BUILDING 1 = 11,550 SF PROP BUILDING 2 = 5,000 SF PROP BUILDING 3 = 7,200 SF PROP BUILDING 4 = 3,200 SF PROP BUILDINGS (@ BUILDOUT) = 26,950 SF 26,950 SF / 313,632 SF = 0.086 F.A.R. PARKING CALCULATIONS REQUIRED PARKING: STORAGE_- = 1 SPACE/5000 SF FLOOR AREA 26,950 SF (1 SPACE/5,000 SF) = 6 SPACES 6 SPACES REQUIRED PARKING PROVIDED: 6 SPACES HANDICAP SPACES REQUIRED: 1 HANDICAP SPACES PROVIDED: 1 BOAT AND RV PARKING SPACES PROVIDED: 10 t OWNER BLOCK OWNER: J. HARDIN MARION, TRUSTEE TAX MAP. 64 ((A)) PARCEL: 81A SIGNATURE DATE l L RESPONSIBLE LAND DISTURBER: NAME: C -N-- S C 0 - N 0 JL H H H H I WITHIN THE -D -A- A-LN S F -JL JL JLI'-1 - I AI I A 1- IIK [77 .fi CITY OF WINCHESTER ?s zo o �. 501Ph�r o r BM 733 ur r n Run Lr,,c Lan East Side MHP o � SITE c 80K 81n SOF 00 G 80Q OG r801 80D 80H Winchester 801 Airport 80M �� 80E so 80A 4 ,p 3 BM 712 2 nd i A o qi� oaa 'AG D �r s,.,°n,,a� I ►� «,a s Pvk � N N CERTIFICATION NUMBER: EXPIRATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THESE PLANS VICINITY MAP SCALE : 1" = 1,000' OWNER DEVELOPER ALLIED SYSTEMS CORPORATION C/O ROBERT FROGALE 1936 MILLWOOD PIKE WINCHESTER, VA 22602 (540) 665-9600 SHEET .INDEX 1. COVER SHEET 2. LEGEND, NOTES, AND ABBREVIATIONS 3. SITE PLAN 4. EROSION AND SE! IMENT CONTROL PLAN 5. EROSION AND SEDIMENT CONTROL NARRATIVE AND DETAILS 6. LANDSCAPE PLAN AND MISCELANIOUS DETAILS lM SITE Pi - PP -41 I APPROVAL BLOCK FREDERICK COUNTY ZONING ADMINISTRATOR: ",,� g,,,Il( 1,1/11 Z1Cl DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL. F.C.S.A. APPROVAL VALID FOR TWO (2) YEARS FROM DATE OF APPROVAL. NOTICE REQUIRED CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. NAMES AND TELEPHONE NUMBERS OF THE OPERATORS OF UNDERGROUND UTILITY LINES APPEAR BELOW. THESE NUMBERS SHALL ALSO BE USED TO SERVE IN AN EMERGENCY CONDITION. CALL MISS UTILITY 800-257-777 WATER/SEWER: FREDERICK COUNTY SANITATION AUTHORITY P.O. BOX 1877 WINCHESTER, VA 22604 540-868-1061 PHONE: VERIZON P.O. BOX 17398 BALTIMORE, MD 21297 410-954-6282 POWER: ALEGHENY POWER P.O. BOX 1458 HAGERSTOWN, MD 21741 1-800-654-3317 GAS: SHENANDOAH GAS CO. P.O. BOX 2400 VDU WINCHESTER, VA 22604 540-869-1111 5 'dinburg Residency Reviewer: 7A15 Date Approved: � i o 3 C0 oZ "Almko m J E Q Q � O O � �C N o � � .V Cn N N EC) U C ..-- Y o N C c� O U o - U a`� U o E ai ai LO 0 E W U U lS C C O X 2 O m _C m 3:`�\--' SC z O 0 O ry � O W o L,J LEI � F-�--I f— O o CJ f— v � Q uj LLi z i cn V,% o C S. BADER N0.0 5704 0 1 PLAN STATUS E 03 26 03 1 REVISED PER COMMENTS 05/05/03 REV PER FRED. CO. PLAN. 06/02/03 REV PER FRED. CO. PLAN. 06/30/03 FOR SIGNATURE h 0 DATE DESCRIPTION DLF BCG CSB DESIGN DRAWN CHKD SCALE H: AS SHOWN JOB No. 1934-01 -001 DATE NOV., 2002 FILE No. E O C SHEET 1 OF 6 UGEND ABBREVIATIONS NOTES EXISTING DESCRIPTION PROPOSED AGG AGGREGATE MECH MECHANICAL GENERAL NOTES: F. C. S.k NOTES: VDOT NOTES: Z AHD AHEAD MH MANHOLE A AREA MI MILE 1. THE PROPERTY SHOWN HEREIN IS IDENTIFIED AS TAX MAP XXX 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN V1 All work on this project shall conform to the latest editions of the Virginia AC ACRE MS MEDIAN STRIP ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY Department of Transportation (VDOT) Road and Bridge Specifications and 35 INDEX CONTOUR 35 ARCH ARCHITECTURAL MSL MEAN SEA LEVEL 2. THE PROPERTY IS CURRENTLY ZONED XXX MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION Standards, The Virginia Erosion and Sediment Control Regulations and any AUTHORITY. other state, federal or local regulations applicable. In the event of conflict 33---'�'�l INTERMEDIATE CONTOUR 33 ASPH ASPHALT MAX MAXIMUM g pp the most stringent ent EX. E/P PROP. E/P ADJ ADJACENT MIN MINIMUM 3. XXX TITLE REPORT FURNISHED XXX between any of these standards, specifications or plans, g EY,. C & G EDGE OF PAVEMENT CG-6 APPROX APPROXIMATE MISC MISCELLANEOUS 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR shall govern. 4. BOUNDARY IS PER XXX INSPECTION BY THE AUTHORITY. CURB AND GUTTER V2. All construction shall comply with the latest U. S. Department of Labor CG 6 BM BENCHMARK NA NORTH BOUND LANE 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE Occupational Safety TRANSITION FROM CG-6 TO CG-6R r� � f . �; , , 5. TOPOGRAPHIC INFORMATION SHOWN HERON IS THE RESULT OF P Y and Health Administration and VOSH Rules and BRG BEARING NA NOT APPLICABLE COORDINATED WITH THE AUTHORITY'S INSPECTOR. Regulations. PROJECT LIMIT PROPERTY LINE BOC BACK OF CURB N/F NOW OR FORMERLY 6ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE BF BASEMENT FLOOR NFA NET FLOOR AREA STANDARDS AND SPECIFICATIONS OF VDOT AND FREDERICK COUNTY.. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS V3. When working on VDOT right-of-way, all traffic control, whether permanent DEPARTING PROPERTY LINE BLDG BUILDING RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" or temporary, shall be in accordance with the current edition of VDOT's PROPERTY LINE BOV BLOW OFF VALVE OC ON CENTER 7. THE CONTRACTOR SHALL CONTACT MISS UTILITY AT 1-800-257- IN SIZE. BEFORE A PERMANENT METER IS; SET, THEY REQUIRE: 1) work area protection manual. Furthermore, all traffic control flaggers must be BRL BUILDING RESTRICTION LINE OD OUTSIDE DIAMETER certified in accordance with the latest edition of the VDOT Road and Bridge RIGHT-OF-WAY 7777, UTILITY COMPANY REPRESENTATIVES, PERFORM TEST PITS, THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BW BOTTOM OF WALL OHE OVERHEAD ELECTRIC REVIEW CURRANT TEST PIT DATA, AND WHATEVER OTHER OPERATIONS BOX AND YOKE BAR; 2) THE FRAME AND !COVER TO BE SET TO THE Specifications, Section 104.04-C. BK BACK OF CURB OH OVERHEAD FINAL GRADE OF THE LOT; 3 THE DISTANCE BETWEEN THE TOP OF CENTERLINE AVAILABLE TO INSURE THE EXACT HORIZONTAL AND VERTICAL ) V4. The developer shall be responsible for relocation, at his expense, an and all OHT OVERHEAD TELEPHONE LOCATION OF ALL UTILITIES IN THE AREA OF CONSTRUCTION. THE THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; utilities, including traffic signal poles, junction boxes, controllers, etc y owned FLOOD PLAIN CB CATCH BASIN OHC OVERHEAD CABLE CONTRACTOR SHALL NOTIFY BOWMAN CONSULTING GROUP, LTD. OF ANY CIP CAST IRON PIPE OBJ OBJECT POTENTIAL CONFLICTS PRIOR TO COMMENCING CONSTRUCTION. AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN by VDOT or private utility company. It is the sole responsibility of the CLEARING AND GRADING PROPER WORKING ORDER. IT IS THE DEVELOPER'S/ CONTRACTOR'S developer to locate and identify utility facilities or items, which may be in CL CENTERLINE RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY conflict with the proposed construction activity. VDOT approval of these TREE LINE CENTERLINE PL PROPERTY LINE 8. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND MAKE INSTALLED CORRECTLY. plans does not relieve the developer of this responsibility. 0 ---� STREAM CLR CLEAR lE PROPERTY LINE ALL INSPECTIONS NECESSARY IN ORDER TO DETERMINE THE FULL CMP CORRUGATED METAL PIPE PVI POINT OF VERTICAL INTER. EXTENT OF THE WORK REQUIRED TO MAKE: THE PROPOSED WORK 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING V5. Design features relating to field construction, regulations, and control or OVERLAND RELIEF PATHWAYCO CLEAN OUT PVC POINT OF VERTICAL CURVE CONFORM TO THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR LINES: safety of traffic may be subject to change as deemed necessary by VDOT. CONC CONCRETE PVT POINT OF VERTICAL TANGENT SHALL SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF THE any additional expense incurred as a result of any, field revision will be the FENCE LINE CTR CENTERLINE PVMT PAVEMENT WORK, CONDITIONS, AND CONFORMATION AND CONDITION OF EXISTING A. THE LOCATION OF THE SERVICE LATERAL IS TO BE responsibility of the developer. EASEMENT CIF CUBIC FEET PC POINT OF CURVATURE GROUND SURFACE AND THE CHARACTER OF THE EQUIPMENT AND FACILITIES COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN EX. 8" W/L 81, Ip W/L CY CUBIC YARD PT POINT OF TANGENCY NEEDED PRIOR TO AND DURING PROSECUTION OF THE WORK, THE APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE V6. Prior to initiation of work, the contractor shall be responsible for acgwiring all W WATER LINE "� CFS CUBIC FEET PER SECOND PCC POINT OF COMPOUND CURVES CONTRACTOR SHALL SATISFY HIMSELF AS TO THE CHARACTER, QUANTITY WORK WILL BEGIN. necessary by VDOT land use permits for any work on VDOT right -of -may. J EX. 8" SAN. 8 PVC SAN. Q o 0 SANITARY SEWER CM CUBIC METERS PG PAGE AND QUALITY OF SURFACE AND SUBSURFACE MATERIALS OR OBSTACLES EX. 18" S.D. 18"RCP S.D. CMS CUBIC METERS PER SECOND PROP PROPOSED TO BE ENCOUNTERED. ANY INACCURACIES OR DISCREPANCIES B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", V7. If required by the local VDOT Residency Office, a pre -construction 2 N STORM DRAIN CBR CALIFORNIA BEARING RATIO PGL POINT OF GRADE LINE BETWEEN THE DRAWINGS AND SPECIFICATIONS MUST BE BOUGHT TO 9, conference must be arranged and held by engineer and/or developer with the D o 3/4 AND 1 WATER SERVICES. attendance of the contractor, various Count agencies, utility companies and •� N � N '- C RUNOFF COEFFICIENT PRC POINT OF REVERSE CURVES THE OWNERS ATTENTION IN ORDER TO CLARIFY THE EXACT NATURE Y 9 Y P ;a� . ._ N o = ELECTRIC SERVICE CN RUNOFF CURVE NUMBER PRELIM PRELIMINARY OF THE WORK TO BE PERFORMED PRIOR TO THE COMMENCEMENT OF ANY .� VDOT prior to initiation of work. _ `-' u) 2' N L9 C. FOR ALL 11 /2 AND 2 WATER SERVICES, THE AUTHORITY o - > '� N CZ m CAN CABLE TELEVISION P&P PLAN AND PROFILE WORK. o L o o^ � TELEPHONE SERVICE SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. a� Cz V8. The contractor shall notify the local VDOT Residency Office when work is to 0 3 C&G CURB AND GUTTER THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT y Y o a) M q � GAS LINE 9. EXCEPT WHERE NOTED HEREON, TO THE BEST OF OUR begin or cease for any undetermined length of time. VDOT will also require E w - "? o 00 CH CHORD Q FLOW RATE ASSEMBLY. THE AUTHORITY WILL INSTALL THE ASSEMBLY. 48 hours notice for any inspection. � _ - .= o X -F 25.32 SPOT ELEVATION +00- CHBRG CHORD BEARING KNOWLEDGE, THE PROPOSED DEVELOPMENT OF THE SUBJECT PROPERTY m � N � acri RGP ROUGH GRADING PLAN CONFORMS TO ALL CURRENT APPLICABLE LAND DEVELOPMENT D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. V9. The contractor will be responsible for maintaining adequate access to the 0 UTILITY POLE 0 DS DOWN SPOUT R RADIUS ORDINANCES, REGULATIONS, AND ADOPTED STANDARDS. project from the adjacent public roadway through construction and -� SIGN-o-Q--a- uL DOMESTIC LINE RD ROOF DRAIN 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION maintenance of a construction entrance in accordance with the Virginia THE DESIGN, CONSTRUCTION FIELD PRACTICES AND METHODS OF A NEW LINE: DA DRAINAGE AREA REINF REINFORCED � � Erosion and Sediment Control Handbook. Section 3.02. Furthermore, access to � SHALL CONFORM TO THE REQUIREMENTS OF THE VIRGINIA other OE r SANITARY SEWER IDENTIFIER (A) A D DEPTH REQD REQUIRED properties affected by this project shall be maintained through �� DEPARTMENT OF TRANSPORTATION AND FREDERICK COUNTY VIRGINIA. A. THE AUTHORITY SHALL FURNISH ALL MATERIALS AND LABOR construction. The Developer shall have, within the limits of the project,, an Q DB DEED BOOK RR RAILROAD P P j FAILURE TO COMPLY WITH THESE REQUIREMENTS AND APPROVED PLANS TO MAKE THE TAP. employee certified b the Department of Conservation and Recreation iin 1 DIP DUCTILE IRON PIPE R/W RIGHT OF WAYY P z STORM DRAIN IDENTIFIER 2 THE PROVISIONS OF THE CONSTRUCTION AND ESCROW AGREEMENTS, Erosion and Sediment Control who shall inspect erosion and siltation control p S0 2 DWG DRAWING RET RETAINING OR THE PERMIT, SHALL BE DEEMED A VIOLATION. B. THE DEVELOPER/CONTRACTOR MUST; 1 MAKE APPLICATION devices and measures for proper installation and deficiencies immediattely DI DROP INLET REV REVISION ) after each rainfall at least daily during prolonged rainfall, and week) when E- 4 U) E EASEMENT IDENTIFIER E �}/W DRIVEWAY FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK � Y 9 P 9 Y � 11. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF- THE LOCATION OF THE TAP; AND 4 MAKE FINAL PAYMENT WHEN THE no rainfall, event occurs. W DIST DISTANCE SCH SCHEDULE ) WAY SHALL BE INSTALLED TO THE REQUIRED DISTANCE BEYOND THE WORK IS COMPLETED. 1-4 Q WATER METER ® DRN DRAINAGE AREA S/W SIDEWALK RIGHT-OF-WAY LINE PRIOR TO THE INSTALLATION OF ANY SUBBASE V10. Contractor shall ensure adequate drainage is achieved and maintained on the SF SQUARE FEET MATERIAL. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING site during and at the end of construction. z FIRE HYDRANT EA EACH SY SQUARE YARD (� +�� EL ELEVATION STD STANDARD MANHOLE BY CORE DRILLING THE MANHOLE. V11. Ali -water and sewer lines within existing or proposed VDOT ri ht-of-wa are 12. LAND CONSERVATION NOTES- MEASURES TO CONTROL EROSION 9 P P 9 Y � Q ELEV ELEVATION STIR STRUCTURE AND SILTATION SHALL BE PROVIDED PURSUANT TO AND IN 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR to have minimum 36" cover and when possible shall be installed under 0 O 0� STREET LIGHT ®-® ELEC ELECTRIC SAN SANITARY COMPLIANCE WITH CURRENT STATE AND LOCAL REGULATIONS. RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. roadway drainage facilities at conflict points. - ENGR ENGINEER SEW SEWER HOWEVER, THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A >> U EP EDGE OF PAVEMENT SBL SOUTH BOUND LANE THE DEVELOPER OR HIS AGENT OF ANY LEGAL RESPONSIBILITIES REMOTE READOUT IS REQUIRED. V12. Any unusual subsurface conditions encountered during the course of W VEHICLES PER DAY VPD EQUIP EQUIPMENT STM STORM construction shall be immediately brought to the attention of the engineer and Q WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY -:"SMT EASEMENT SD SIGHT DISTANCE ORDINANCE ENACTED BY FREDERICK COUNTY. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE VGOT. Work shall cease in that vicinity until an adequate design can be M W TP E RATE OF SUPER ELEVATION SEC SECTION BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS d:ermined by the engineer and approved by VDOT. Q TEST PIT LOCATION �S END SECTION SPEC SPECIFICATIONS 13. EROSION AND SILTATION CONTROL SHALL BE PROVIDED WHERE REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 �'- V13. All fill areas, borrow material and undercut areas shall be inspected On EW END WALL NECESSARY PRIOR TO CLEARING, GRADING AND CONSTRUCTION. OR 1047. A REMOTE READOUT IS REQUIRED. z EX EXISTING TB TEST BORING approved by VDOT representative prior to placement and fill. Where CBR SLOPES TO BE STABILIZED PURSUANT TO VIRGINIA 14. NO BLASTING SHALL BE PERMITTED WITHIN 25' OF EXISTING testing is required, a VDOT representative shall be present to insure tlhe U EROSION AND SEDIMENT CONTROL HANDBOOK EBL EAST BOUND LANE TH TEST HOLE UTILITIES LINE OR STRUCTURES. BLASTING TO BE EXTENDED TO 25' sample obtained is representative of the location. When soil samples are CRITICAL SLOPE ETR EXISTING TO REMAIN TP TEST PIT BEYOND PROPOSED STRUCTURES IF CONDITIONS WARRANT FUTURE submitted to private laboratories for testing, the samples shall be clearly W ETD EXISTING TO BE DEMOLISHED TC TOP OF CURB EXTENTIONS. identified and labeled as belonging to a project, which will be accepted by 0 HANDICAP RAMP (CG-12) TRP EXISTING TO BE REPLACED TELE TELEPHONE VDOT, and that testingshall be conducted accordingto all applicable VDOT E DENOTES LOCATION OF STD VDOT ETRL EXISTING TO BE RELOCATED TW TOP OF WALL standards. pp z --�_� -. CG-12 AND/OR JURISDICTIONAL --= 15. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING STANDARD RAMP CONSTRUCTION TB TOP OF BANK ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT ® Q FD FLOOR DRAIN TEMP TEMPORARY CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT -OF -WAY. V14. All roadway fill, base subsurface material and backfill of utility/storm sewer z � FF FIRST FINISHED FLOOR TYP TYPICAL trenches shall be compacted in 6" lifts to 95% of theoretical maximum W w FND FOUNDATION Density as determined by AASHTO T-99 Method A within plus or minus ( ) DENOTES CLEAR SIGHT TRIANGLE 16. ADDITIONAL SILITATION AND EROSION CONTROL MEASURES W _ FG FINISH GRADE UG UNDERGROUND SHALL BE INSTALLED AS DIRECTED BY VDOT AND / OR THE 2% of optimum moisture for the full width of any dedicated street right -of- J E4 FH FIRE HYDRANT UGE UNDERGROUND ELECTRIC INSPECTOR DURING FIELD REVIEW; COSTS ASSOCIATED WITH way. At the direction of VDOT Inspector, density tests performed by a PRE -BLAST FOR FUTURE PIPE INV FS FIRE SERVICE UGT UNDERGROUND TELEPHONE ADDITIONAL MEASURES SHALL BE ASSUMED BY THE DEVELOPER. qualified independent agency shall be conducted as required in the VDOT I Road and Bride Specification. A co of all tests shall be submitted to FAR FLOOR AREA RATIO UGC UNDERGROUND CABLE 9 P PY w FP FLOOD PLAIN LID UNDERDRAIN 17. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. VDOT prior to final VDOT approval. 0 W ;/ BPS FEET PER SECOND DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH U z �5, OAK TREE V15. VDOT Standard CD and UD under -drains shall be installed where indicated ° FOY FOYER VC VERTICAL CURVE ADMINISTRATION RULES AND REGULATIONS. on these plans and further where determined necessary by VDOT Inspector. _ FT FOOT / FEET VB VERTICAL BEND M #J T V #1 VF VERTICAL FOOT 18. THE RIGHT IS SPECIFICALLY RESERVED TO UTILIZE NON- ELE=101.62 BENCHMARK GR GUARD RAIL STRUCTURAL AREAS FOR BORROW PITS CONSISTENT WITH THE V16. The installation of any entrances and mailboxes within any dedicatedi street GAR GARAGE W/M WATER MAIN GEOTECHNICAL REQUIREMENTS. right-of-way shall meet VDOT minimum design standards and is the! G GAS WBL WEST BOUND LANE responsibility of the developer. GFA GROSS FLOOR AREA WM WATER METER 19. ALL SURFACED STREETS SHALL BE MAINTAINED IN A CLEAR WL WATER LINE CONDITNON; FREE OF DUST, MUD OR SNOW AT ALL TIMES. THE V17. Prior to acceptance by VDOT of any streets, any required street sigmage HT HEIGHT WV WATER VALVE DEVELOPER SHALL PROVIDE ADEQUATE MEANS TO CLEAN TRUCKS AND and/or pavement markings must be installed by the developer or at F HGL HYDRAULIC GRADE LINE OTHER EQUIPMENT USING SURFACED STREETS. VDOT'S discretion, by VDOT on an account receivable basis. Stop sigms HORZ HORIZONTAL shall be thirty (30) inches tall with high intensity sheeting. The bottom off 20. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO GRAVES, BURIAL The sin shall be six 6 feet above the edge of pavement and the post shall p HC HANDICAP 9 () 9 P HP HIGH POINT GROUNDS OR HISTORICAL SITES LOCATED ON THE SUBJECT PROPERTY. be Installed a minimum of four (4) feet from the edge of pavementt. Sign U CL S HR HAND RAIL posts Shall be of a type found on VDOT's approved list. A copy of this list No. 925704 21. THE APPROVAL OF THESE PLAN IN NO WAY RELIEVE THE DEVELOPER may be obtained from the District Material Section. Contact the locall 'A HB HORIZONTAL BEND OR HIS AGENT OF ANY LEGAL RESPONSIBILITIES WHICH MAY BE Y �'' ��Iev VDOT residency office with any questions regarding sign material and! .� I RAIN INTENSITY REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY Placement. �`�jONAL� ID INVERT FREDERICK COUNTY. IN INCH 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 PLAN STATUS INV INVERT any dedicated street right of way must be provided to the local VDOT 02 0403 REVISED IP IRON PIPE residenc office prior to acceptance of the work. Unit and total prices may tPF IRON PIPE FOUND y p p p Y 03 26 03 REVISED PER COMMENTS IPS IRON PIPE SET may be obscured. 06/30/03 FOR SIGNATURE IE INVERT ELEVATION 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 JB JUNCTION BOX control strip as specified in VDOT's "Road and Bridge Specifications" JNT JOINT (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to K SIGHT DISTANCE COEFFICIENT the Residency Office. In addition to checking stone depths, A VDOT o representative shall be notified and given the opportunity to be present All L LENGTH during the construction and testing of the density control strip. F LINEAR FEET DATE DESCRIPTION L LLINER SIGHT V20. Asphalt concrete pavement shall be placed in accordance with the latest DLF BCG CSB LAT LATERAL edition of VDOT's "Road and Bridge Specifications" (Section 315). LP LOW POINT density will be determined using the density control strip as specified in DESIGN DRAWN CHKD LS LOADING SPACE Section 315 and VfM-76. A certified compaction technician shall perform SCALE H: AS SHOWN these tests. A certified copy of the test results shall be provided to the V: NOTES: residency Office. A VDOT representative shall be notified and given the JOB No.1934-01-001 1. THIS IS A STANDARD SHEET, THEREFORE SOME opportunity to be present during the construction and testing of the control ABBREVIATIONS MAY APPEAR ON THIS SHEET AND strip. DATE NOV., 2002 NOT BE USED ON THE PROJECT. hi V21. Approval of these plans shall expire three (3) years from the date of the FILE No. E 2. CONTACT ENGINEER FOR ABBREVIATIONS USED BUT Approval letter. NOT SHOWN ON THIS DRAWING. SHEET 2 OF v u.0. ✓au, r V. u.:;,✓ I T M. 64-((A))-157 ZONE: RA USE: RESIDENTIAL 1 / � 1 � � 1 / N/F 1 / LONNIE M. JOHNS, JR. 1 D.B. 628, PG. 444 I T.M. 64-((A))-157A ZONE: RA USE: RESIDENTIAL Ld O \ N ' I Lu I \ 1 1 ` ~ I O 1 1 ` � I \ LL_ 1 O 1 � Ld Q 1 `/) I 1 •� I Q Ljj 1 I 1 1 I 1 I I N/F EFG INVESTMENTS, L.L.C. 1 D. B. 968, PG. 352 T.M. 64 - ((A)) -153 ZONE: RA 1 USE: RESIDEN TIAL ' I 1 1 �o I 1 I 1 1 I i 1 I 1 1 I 1 1 I 1 I I I I I I 1 I 1 I I 1 WON lUKd. VU4 f �- I "", ' `C�! � "e ^- � � �1 I I ` v✓ I r1;`R;P-RAP jI i ��. 1 --- . j i I - - INST. # 020078576 , T.M. 64-((A))-80D s xl ZONED: MI USE: VA CAN T c,' 1 O Cs 1 , n 1 IZZ 1 C� z>ac� �> 1 - REMOVE EX1 ENCE 11 ..I x OI I I .� CD M W ��% _._ .- '�- /SC,r7 (` .... --• .._..-...,.--. .........-- -..•. N/F ^ 1k CN Ii ALLIED SYSTEMS .COR_ 1 i 708 1 E.XTEN - 77.8. 7Q8 RE � �� ` FS `~ -- - -- -- T.M. 64-((A))-80F - ~ _ USE: MANUFACTURING xlh 1 t\ +_ x < _ - �, J `04` 1 \i 4!! _b .� - C -1 _4� �25'�ft�2x,� '94 x 1 50 Ld 35' DRAINAGE EASEMENT \`t Q ml �� n - -..� � t.�, _.._._ `\`_ �` _-�-^rim �Z£�g�,,s•�.,`t� % TL � \y✓_,''» ._ 60' ROW s5� s�" - - m rn -tq _\ \ _C,- C �(.,1� 9�' �� x _.. ■ x x --x �� ` !O I / I ,i • , "`.`.`_ _ ''`.--o- ._- ^Y A /\ \.•`--...._ 11'-18" RCP` _w , ,� ~ - �T ____ -92i __ _ 1- ~` /I 55' 15° _ �� 4 ` A \ Z w `� +_ ,14` - ~ - __ - - - -- ---- - v- / ,{PCP -- - - ctf 1 � 1`._ _ -...-`b y j SX 4VE i 1 n� - - - - - T- - - -_ -�_ _ _ �I 11 g� �. ___ _ - _- A - _ _�; - Gt, fj - BOLLARD s6 _ _-x Ex 8" -w- --w - _ - ^ _ ______- -- �SF�7 - - FHP= 9 - -_.�._Ex 3�-- i -12.'x4 4APE �8�194-.,. 9B' \ ° /ter CONSTRUCTION F �MH _ _ FS 1(TYP) Jzk,�, ARBOR C� ART �5 MPH - 'SIGN SPEED { - - _ - - _ _ _ _ _ _ _ _ _ �� - - �,. ;TEMP BARRICADE TYPE ul) w EX (,J 1 ^ l-RELOCATE PORTION OF /,�,� �-- _ - f TAPER- s ,� - -- ._._. ..�. ---- ' SAN .! ' / , , t EXISTING FORCEMAIN /;� �; _ C 11TYP� '" -- 41d ' Ex`�ORCEIuIAIN- 52 - 32 g�32- 1 5s F, O 4 t., �. 6 +97 � `� 3S ivi es I r/ 45'.1�:, I 4L , ` _ _.._._ _ _ 4 DRAINAGE �� '-_ ^ 7L.7� 4O�DRAiNAG �\ C, \\ - <._ _ ram, 0 ,,i f-; j , f t , + i �- ~--- y - 45' 1 " Rt, EASEMENT + \ o J ►"�i , 1 + I , 1 , t I t t r I i I �5' R / �,�=- �t�` 1�� Er�EMEf7T - _ a� r cP , =, a L . V - III 1 I I i 8 ( _- 92-- +31T61 -- -' -- - - - _ .__ -. ' c 0 0 C-, , ,III r , I 1 �� 92-- ' `---9 U-- _ _ _ _ 96- , M o t ' /� s - _`-- `yam q F' �--=- - - 4" ` ^ - - - o of c� __ -1 _- ,_.�._ ..- v J �I ! I I i 1 I I f I I { I () - _- --- ` _ �� `��__ y �' 37 - __- _ -- -- - -= - . - gg 7 P r _ - 98 yg , 0) m m M o c �:I n i 111 I r� t t t t t + 1 I _ - �' 2 1 �4 EP 4 �� EP9� -� y' , - c� c cn �' ! + 11 I I I I , -�_ - -. ''. - _'`96 -=------ I g._�TEMPORA.RY PAVEME ` TO _ 0_ m N 0 O v k , i I ;, i I I ! I i ( 1 `- 0 --� j C cn N c �� 1 r r ' i I + I �� I [I'll 1 j / st00 94 y %r .i �. SERVE A� HAM#Jts1 HEAD ��/ ? _ Y a' r` N o 0 '� t l I , r EP92- - / f ,. - ._ - _._ TURN A NU o `o _ o r` v O f 1( 1 I 1 I I I , f ' I t + I I ! ; , I I 6C � ;NGRES -EGRESS - -- -- -- -- --- -- -- - -- - d ' (} i i 0 > E i r � c NSF EASt M 1 / j �± _ - ga ___I I 1�0_ \ U a`� c� u`� 'Vi,n ocz L. C. �-i / , �---- - y .. ...... ��- - 1 ' _� sa ca m t� ,� cx> <rl� rn m rsyj 0) WI ESTER /NDUyST AL PARKsVL. 6 LOT 1 - cisE w� � 3 `•' N iN i ! r 1' •"� / / ; f i r i I fl fco1 INST. �d00013322 3 ! " " 0 U f r r/ I 00' 1 - 1 - r, r ;' ; cz� r r r r J I, I T M. 4- ((A �. 9 L c4 NIF -I i I co a U_ 6v 1` - 40`X' "r (, m 1 i K' \ 84 I / P 8 I RGR, L. L. I a I r� J v i l!-,P EP92 1 / C l r , y(ZONE ' M1 20' STORM 91_ I / `� 1 # _ t E. COOMERCIALIINDUSTRIAL DRAINAGE _�33- ��4„ ( I INST. 0200 45 . Iv - I + I _.. 1 t i `, •,, I 1 t ' ' + I , I I , i / / /� T M. 64- dd ,,)) 80L \ I I I + } , �; + j EASEMENT \ 1 (SOt \ t 0(�„ r IIY r� I I ZONE. M1 + I \ -86 USE- VACAN )RA I QNr c� • i I SNIF c I I h RICHARD &ROSEMARY MAIN > I ; D.B. 944, PG. 7277 /'/ �/ r REFER SITE PLAN # 48-02 - 1 - - - .._-- _._._ __. __ ___ T M. 64- A -80K v ~ O x .m , gy- tl I � I THIS AREA I 1 I i _ ,- I �i-�_� I i -I i( )) �+ z M f I + / I i ,.._` ZONE: M1 USE: VACANT 3 SI i '� 1LLJ01 /to / / 11/ I 10 �t I 1 t I / / 9 / 95 -- - --98 cn - - + i --00 y I I [11 r I 7- LLJ EC a 982.2 I I I i I_ll I li II 'co Q O s r t cc 0 II I I� Q FP 1 t I I I 11 , I� LL �! � � o �` , `� `, ' � e� ,_- Boa- � i D- rn r Lti 1 �, Z gy b ;' r n / - -- -.. -- -- -- - .-.. - F-�IDE t, tl f j i 11 I I _ ��.. J I I I I u \\ 1_ J % ~ t CIO 5 o 1 yLIMITS OF DISTURBANCE 64 aU I I {I � Er-�, Q snI6EENIN /SECURI411 / 03 TY FENCE LIMITS OF STORAGE Q 1 11 I I I O L� 0 I I I ji I I ! II II (:I,- U) f I rnm r I--I I O Qj03 0 65202 C202 1 03 _6C BUILDING 4 w SCREENING/ URITY E FF=102.37 FF=103.04 FF=103.71 w L tt 02 02 0 0 0355 0 0 jl U I I I II I I Q - II I( l M 0 03 04� 01 02 02 03 + 0 C14 02 BUILDING 3 I I �y/ tt 1 w , ✓ = FF=104.18 g7 FF102.86 FF=103.53 I I� C1 1 7 I 96 I I -- 00 s { �-0 I �`� I I I -- 02 03 03 04 i,m `� i moo �/r _ H 03 \ 3� 04� 04 i I I + , Q O o0 Q j / I y` 02 03 I / i t UO g 1 � rf \ ��► BUILDING 2 - t3 I 1` I �� {r-:�r �� (I I 'j - --- ,. �'� o Q o ' \ ' `i + FF=102.84 FF=103.43 FF=104.16 _ I �� `�� I ` Q ` c� n9 g 4 / U-1 C S S. BADER v I ��f o f f "y (� \ cv �- t t ✓ 03 8_ I 1 I 4 b c3�o ` / �' a1 :'`y 1 O I W I .r- 02 03 f 0 0 04 I\I i I _ II _ _ - �� / ' J l % N .02 704 I J Z cp N �260.6 TO 0. W. o D- 2 4' Ii 4i t 02 03 TY '�S19 44 I� i 07 I ( ! � 03 04 04 I �� LLJ .. / BUILDING 1 SCREENING/SECURITY FE CE g i_. - - ' - ��' - ''" I PLAN STATUS / -,r==- -- =- _ 02 04 03 REVISED < z FF=102.84 FF=103.51 FF=104.16 g ----= =� - = s KEYED NOTES. SIGNAGE NOTES. GENERAL NOTES: N ' , 00�-OC� '�03 26 03 REVISED PER COMMENTS t 1 ` /; 1 �� t 0 r1�n Al ' NO PARKING" SIGN 1. OUT DOOR LIGHTING TO BE SHOE BOX TYPE 05 05 03 REV PER FRED. CO. PLAN. f 0 03 �, , 1 . FREESTANDING SIGNS ARE / / o f AND SHALL BE ATTACHED TO THE BUILDING. 0 03 0 25' BRL SCREENING FENCE � ZL PAINT CURB YELLOW SUBJECT TO A 10' SETBACK. 2. COORDINATION OF ALL CRANE OPERATIONS 06/02/03 REV PER FRED. CO. PLAN. ©C3? 1 \ o N 102 -ti 1 _J 1- 102 -- MUST BE MADE WITH DAVI D FOLEY 06/30/03 FOR SIGNATURE c I Cs � + 01 �, - 02� 02� 10 I UPERVISO , o ' 2 FREESTANDING SIGNS ARE WINCHESTER AIRPORT OPERATIONS R ° 7`, 07/15/03 REV PER FRED CO PLAN . 0 > -- ----- 1 Q LEGEND SUBJECT TO A 50' INTERSPACING. TWENTY FOUR HOURS IN ADVANCE. ! �I » t t ti y 4 - 3. OUTSIDE BURNING IS PROHIBITED. c I �, p»r, c ,Y,, e �7��. LIMITS OF DISTURBANC �%'�j ® 5� 07 J / �� Y <X� x' LIGHT PAVEMENT SECTION 3. FREESTANDING SIGNS SHALL Ud� O ' " ` `� it `t` `;',-- \\ SCREENING/SECURITY1FENCE -- -_ / NOT EXCEED 100 SF IN AREA. COMPLETED BEFORE A LAND 4. CONSTRUCTION OF ARBOR ODSTURBANCEURT MUST E t , PERMIT WILL BE ISSUED. NIF 4. WALL MOUNTED SIGNS SHALL 5. ALL ELEVATIONS ARE BASED UPON A DATE DESCRIPTION AI BENCHMARK WITH AN ASSUMED ELEVATION OF NOT EXCEED 20% OF THE WALL I 100. MSL ELEVATION MAY BE OBTAINED BY SPAC/A C01/ERSTONE SURFACE AREA OR 200 SF, DLF BCG CSB j } } Ic~ ` INST. # 020012885 WHICHEVER IS LESS. ADDING 596 FEET TO ELEVATION SHOWN. � DESIGN DRAWN CHKD ', T.M. 64-((A))-82 6. NO ENVIRONMENTAL FEATURES EXIST o °0 ; '� ZONE. RA ON THE SITE. SCALE V. z1 " = 50' o ` `, USE: VACANT 7. SC TO BE 3' CURB CUT WITH RIP RAP. ti o Q '� JOB No. 1934-01 -001 + C.) `--Q `'" \Q o ,\� �t `,` 8. INDIVIDUAL UNITS SHALL NOT EXCEED 1000 S.F. DATE a "` 11c)`� Z � z tt ty 50 0 50 100 9. OWNER SHALL PROVIDE FRZEDERICK COUNTY WITH NOV., 2002 A COPY OF LEASE AGREEMENT FOR APPROVAL FILE No. N ,`t o ,'� GRAPHIC SCALE AS SOON AS IT IS AVAILABLE. LEASE SHALL BE o IN ACCORDANCE WITH SECTION 165-44 OF THE ZONING ORDINANCE. OF 6SHEET GENERAL NOTES.• 1. EROSION AND SEDIMENT CONTROL PLAN IS BASED UPON THE COMPLETION OF ARBOR COURT. A LAND DISTURBANCE PERMIT WILL NOT BE ISSUED UNTIL THE COMPLETION OF ARBOR COURT. CONTRACTOR MAY SUBMITT AN OVERALL SITE EROSION AND SEDIMENT CONTROL PLAN IN ORDER TO RECIEVE A LAND DISURBANCE PERMIT PRIOR TO THE COMPLETION OF ARBOR COURT. 1 1� A'AO r 825 4C- 9 x{I 60 ccvz w 1 l + — Y_ i C)\ r p 1 f m i jJjj \ rn �r r C ' v p � i t J ! r Qco m J � Q) i Q zz ! � 43 i 2 1 , i Z� O N �+ cl:� (1) : '260.6' TO O.W. N W I U N/, =STER INDU INST. # 000?, T.M. 4-((A ZONE M1 CO MERC AL,INDUS j co LIMITS OF 'EENIN �7YFEN� F x. S_ 0273 46 0146 f EPOti3 1 x s z i — li � < a- \ C FF=102.37 t �6a 02 8 0335 rr 02 6 02ss 026 — 96 EROSION AND SEDIMENT CONTROL LEGEND N0. TITLE KEY SYMBOL TEMPORARY STONE 3.02 CONSTRUCTION CE cxsm ENTRANCE 3.05 SILT FENCE SF X 3.20 ROCK CHECK DAM CD 3.18 OUTLET PROTECTION OP 3.08 CULVERT INLET PROTECTION CIP 3.09 TEMPORARY DD DD DIVERSION DIKE 102 02a8 035� 0 BUILDING 4 FF=103.04 FF=103.71 288 02 0355,_-' 03� 033-51 y 04 d :..Q BUILDING 3 FF=102.86 FF=103.53 FF=104.18 FF=102.84 "-1 FF=102.84 0 020o T 03'—' 0266 036' BUILDING 2 FF=103.43 266 '0321 BUILDING 1 FF=103.51 03�Y�04v` 00` / 1325 04� FF=104.16 04— o 61N SCREENING/SECURITY FF=104.16 26w N-W'� 23LT-r04�" 25' B 1()9 -1610� 02L LIMITS OF DISTURBANCt �� \ SCREENING/SECURITY,FENCE \ NIF —== - LA IkENCE P & ASPACIA COVERSTONE INST. # 020012885 �! T.M. 64-((A))-82 ZONE: RA USE. VACANT i b i� CIO �a i 03 f N s MA 66 �Ut , L . "ENCLOSURE SCREEN 50 0 50 100 1 GRAPHIC SCALE 1.> = 50' - J J Q 01 O 0 2 N cm —_ C7 CD cm m CO N 7.5 (1) r U co ED N N O C U C � Y } N 11 C O O L O- U 050 O 3 % m C 5% w cumW y o It E v m /�3 2c W T J /o Li z Q T �oLIJ CIL BADER No. 25704 s IONAL �� PLAN STATUS 02 04 03 REVISED 03 26 03 REVISED PER COMMENTS 06/02/03 REV PER FRED. CO. PLAN. o 06/30/03 FOR SIGNATURE z o �' w O U W W o` V J � o z � � W � z O � / OV O W � - o � � � v ` � Q Q I � � - W i—I O w Q Fi--I--1 Q � cn 0 DATE DESCRIPTION DLF BCG CSB DESIGN DRAWN CHKD , SCALE H: 1 " = 50' , JOB No. 1934-01 —001 DATE NOV., 2002 U FILE No. E 0 SHEET OF 6 EROSION AND SEDIMENT CONTROL NARRATIVE DESCRIPTION: THIS PROJECT PROPOSES TO DEVELOP APPROXIMATELY 27,000 SF OF COMMERCIAL STORAGE WITH ASSOCIATED PARKING AND ACCESS FACILITIES. DATES OF CONSTRUCTION: CONSTRUCTION WILL BEGIN FOLLOWING PLAN APPROVAL AND WILL TAKE APPROXIMATELY ONE (1) YEAR TO COMPLET, E. CRITICAL AREAS: THIS SITE WILL DRAIN INTO AN EXISTING SUMP CONDITION ADJACENT TO ROUTE 50 A SEDIMENT BASIN WILL BE ESTABLISHED IN AN AREA RESERVED FOR A FUTURE SWM FACILITY. EROSION AND SEDIMENT CONTROL MEASURES: CONTROL OF EROSION AND SEDIMENTATION FOR THIS SITE SHALL BE ACHIEVED BY INSTALLING THE FOLLOWING: 1. CONSTRUCTION ENTRANCE 2. SILT FENCE 3. TEMPORARY DIVERSION DIKE 4. CHECK DAM 5. TEMPORARY SEEDING 6. PERMANENT SEEDING 7. MULCHING 8. CLEAN OUT AND FINAL WORK TO WET POND. MAINTENANCE PROGRAM: THE EROSION AND SEDIMENT CONTROL MEASURES INSTALLED ON THIS SITE SHALL BE MAINTAINED BY PERFORMING THE FOLLOWING: 1. THE SITE SUPERINTENDENT SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. DAMAGED OR DEFICIENT CONTROLS SHALL BE REPAIRED OR IMPROVED IMMEDIATELY. 2. THE SITE SUPERINTENDENT SHALL INSPECT DAILY THE AREAS OF CONSTRUCTION ACTIVITY TO INSURE EROSION CONTROL EFFECTIVENESS. ADDITIONAL MEASURES SHALL BE INSTALLED IMMEDIATELY WHERE DEFICIENCIES ARE FOUND. 3. PERMANENT EROSION CONTROL MEASURES INCLUDE THE INSTALLATION OF RIP RAP AT STORM SEWER OUTFALLS AND THE ESTABLISHMENT OF GRASS ON EXPOSED SURFACES DISTURBED IN THE CONSTRUCTION PROCESS. 4. SEDIMENT SHALL BE REMOVED FROM ANY TRAPPING DEVICE WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE HEIGHT OF THE TRAPPING DEVICE. THE MATERIAL REMOVED FROM THE TRAPPING DEVICES MAY BE DISPOSED OF BY SPREADING IT ON SITE OR HAULING IT OFF SITE IF NOT SUITABLE FOR FILL. EROSION AND SEDIMENT CONTROL PROGRAM: PHASE I 1. HOLD PRE CONSTRUCTION MEETING. 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. MUD AND DEBRIS SHALL BE WASHED FROM ALL CONSTRUCTION VEHICLES AND EQUIPMENT AND CONTAINED ON SITE. ALL SEDIMENT LADEN WATER SHALL BE FILTERED BY A TRAPPING DEVICE AS SHOWN ON THE PLAN. 3. CLEAR AND GRUB AREAS NECESSARY FOR INSTALLATION OF PERIMETER DIVERSION DIKES, SILT FENCE, AND SEDIMENT TRAPS. 4. INSTALL AND STABILIZE PERIMETER DIVERSION DIKES, SILT FENCE, AND SEDIMENT TRAPS. PHASE II 1. ROUGH GRADE THE SITE. PERIMETER CONTROLS SHALL REMAIN IN PLACE FOR THE DURATION OF CONSTRUCTION. 2. AFTER ROUGH GRADING THE SITE, CONSTRUCT THE STORM SEWER, INSTALLING INLET AND OUTLET PROTECTION AS THE STORM SEWER IS BUILT. 3. FINE GRADE THE SITE, INSTALL ROADWAY SUB BASE AND BASE PAVING AT PARKING AND ACCESS AREAS. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN SEVEN (7) DAYS IF THE AREA IS TO REMAIN DORMANT FOR MORE THAN (21) DAYS. 4. AFTER APPROVAL BY THE INSPECTOR, REMOVE THE TEMPORARY CONTROL DEVICES AND STABILIZE THE AREAS DISTURBED DURING REMOVAL. NOTE: FREDERICK COUNTY RETAINS THE RIGHT TO ADD TO OR MODIFY THESE EROSION AND SEDIMENT CONTROL MEASURES DURING THE CONSTRUCTION PROCESS, WITHIN REASON, TO ENSURE ADEQUATE PROTECTION OF THE PUBLIC AND THE ENVIRONMENT. TEMPORARY STONE 3.02-1 CONSTRUCTION ENTRANCE �E 70' MIN. 6" MIN.I q 0.3' EXISTING i 1 PAVEMENT FILTER CLOTH T AT SIDE ELEVATION EXISTING GROUND 70' MIN. _ WASHRACK B (OPTIONAL) FILTER CLOTH •i•1 SECTION A -A f6' - 7" -'- REINFORCED CONCRETE SECTION B-B MOUNTABLE BERM (OPTIONAL) 110, MIN. -EXISTING PAVEMENT 10' MIN. 3" MIN. -- 3" MIN. DRAIN SPACE OUTLET PROTECTION Ai 3do FLAN VItW 3.18-1 PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL La • . SECTION .. FILTER CLOTH KEY IN •RECOMMENDED FOR ENTIRE PERIMETER Is ik PLAN VIEW r� -- La 0%-#- d SECTION A -A FILTER CLOTH KEY IN F6"-9", RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. TEMPORARY 3.09-1 S O DIVERSION DIKE r COMPACTED SOIL 18" MIN. ��rV,�li,Yl� : ........................... :.:.:.:. :-FLOW 4.5' MIN. _ I TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPAL.ACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. 150 lbs Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low-maintance mixtures during wormer seeding periods; add 10-20 lbs/acre in mixes. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (lbs./acre) Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug. 31 50/50 Mix of Annual Ryegrass (Lolium multi-florum Cereal (Winter) Rye (Seca) cereale) Anual Ryegrass (Loliium multi-florum' German Millet (Setaria italics) 50 - 100 50 Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1 /4" soil cover. 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. FLOW /. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. C0 Z I 0 W J E d Ci TO OU O o N M 0 0) N (z N c> Y 75 U C. 2) N I` L9 O C O C0Y� N C cz U 0 0 - U U o E c Zi5 c Cn (n a) o 0 E c "t O X Ct] 'M a LL o 3 Cn �_ ^ 0 O 7' q3 0 F-LLJ U 0 o 0 W ry F--- z U ~ ra, w 0 C:)w cn ry � Q 0 z Q 0 Ln O Q ry I W i--� Lw � z Q F-� �O f, I U CL S. No. 25704 47 s�IONAL �� PLAN STATUS 02 04 03 REVISED 03 26 03 REVISED PER COMMENTj-'s. 06/30/03 FOR SIGNATURE DATE I DESCRIPTIOlD,. DLF BCG CDESIGN DRAWN CHSCALE v AS SHOWJOB No.1934-01-DATE NOV., 2002 FILE No. C 5 SHEET OF 6 - a, ✓ _ _ _Z-� v 95 HP=9— - _ - -- ----t _. DER - -,.. '`---•---.. 94 ' BRA- --._'� eC� _ 305 ' -9: 6 — NIF 'NESTER INDUS.TPIAL PARK L.L.C. INST. #;000013322 ! T.M.4-((A1�-8�� %ZONE•, M 1 SE COA,MERCJAL/INDUSTRIAL jo - m m c cv a0 E S y � it \ t ( �: o LIMITS OF DISTURBANCE `• } r �f `32 2' )*BEND -----___ 4fENT '' E?RAINAGE EASEM-- - w4,3 -_ 5 6"TEE W 8" wi LOT FH ASSMBL.Y N RGR, INST # O� T.M. 64-( ZONE: z tL USE.-V, —Ou� U —3OLn Q mar; 1 FIRE WALL (J' H I-L- C z un C O O J O u� C Td TEE z N _) N - Q co -,6 1'-8"G.V. o ri !I rn 1 SECTION 8 PIPE o 8"PLUG of a_ - -- / FIRE WALL N TO 0 N O O00 I D m r— U r � T THREE HARDWOOD STAKES PER TREE WITH RUBBER HOSE OVER THE GUY WIRES REMOVE BURLAP, ROPE AND BASKET FROM TO 1 /3 OF ROOTBALL 2" SHREDDED HARDWOOD MULCH CUT EDGE OF MULCH RING FINISH GRADE COMPACTED PLANTING SOIL MIX PAD OF PLANTING SOIL MIX 95% COMPACT 12" MIN. TYPICAL EVERGREEN TREE PLANTING DETAIL 1"X4"X4'-8" SLATS, 2—FINISH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST 4"X4"X8' POSTS /I X � k y \. ` 1 1 S EENIN /SECU�TY FENCE �q' LIMITS OF STORAGE u s I CD NOTES: .; C1 / \ ; \ l I x.01 03 z O un 1. PRESERVATIVE STAIN ON ALL WOOD. 91c?) I `\ij ( 021'p COLOR TO MATCH THAT OF BLDG. o •r i m 1 �_ t �' 1 ' 2. FINISHED SIDE OF FENCE SHALL FACE I , ` �J \ , ° 02 02 02 03 0 65.2 I O Q " BUILDING 4 l r \ O 03 ' o t �I SCREENING/ PURITY EN C 4& ° FF=102.37 FF=103.04 FF=103.71 10 40 02 40 02-- (020 0 03 / 03 0 r± v rOLLAN Is ._ p� % 02" 0 03 03 + 04 o +I 1 � ° 01 � 02 p w BUILDING 3 "`� ' - FF=102.86 FF=103.53 FF- 104.18 PERT 1. 0 02 v; Y � ,v ` I 02 03 03, 0 / 04 I � � m � i 1 \ .. 7 4 � l� O — � �0� �— i- t O 00 ^ Q %! \ 11 > 02 03 03 04X 04 03 x INC BUILDING 2 j FF- 102.84 FF 103.43 FF- 104.16 40 - 0 m0321�0 0p2 03 ! I C) 0 260.6' To 0. W.) i 1 ) I 2 A O i 3 04� 04 03 x{ 40 4I OBUILDING 1 SCREENING SECURITY FE CE I j ~ FF=102.84 FF=103.51 FF=104.16 k 2 , CT1VE 1j \ I 04 03 o 0 0 25' BRL NACIIVE � t, / 10 1 75'.I 02� 02 0 x x LIMITS OF DISTURBANCE SCREENING/SECURITY'1FENCE NIF -'LA'WRENCE R. & ASPACIA COVERSTONE If INST. # 020012885 00 ` T.M. 64-((A))-82 v ° 01 �' o \ ZONE. RA Zv cA_ ? I USE. VACANT zW(z WI LANDSCAPE SCHEDULE: ABR. QTY. BOTANICAL NAME COMMON NAME SM 8 Acer sacharinum SUGAR MAPLE WP 54 Pinus Strobus WHITE PINE LANDSCAPE PLANTING TABULATIONS: PERIMETER PARKING LOT PLANTINGS: REQUIRED: 1 TREE PER 40 LF OF PARKING 288 LF / 40 LF = 8 REQUIRED PLANTINGS: 5 TREES PROPOSED PLANTINGS: 8 TREES INTERIOR PARKING LOT PLANTINGS: REQUIRED: 2 TREES (1 TREE PER 10 PARKING SPACES) TOTAL PARKING WITHIN PARKING LOT: 16 SPACES PROPOSED INTERIOR PLANTINGS: 8 TREES 2" CAL. 6' HEIGHT AS SHOWN AS SHOWN i 2 II �r ADJOINING PROPERTY, IF APPLICABLE. � � O COMPACTED GRAVEL 4: y.,.. _ 6 O SCREENING FENCE �" 1_8 C RED / FIRE WALL NOT TO SCALE 6"I90' BEAD - z O� > d DO r♦ o Q m BUFFER AND SCREENING: — 0 LLB PARCEL 64-A-81 A REQUIRED: INACTIVE ACTIVE SCREENING FRONT: 75' 25' SCREENING FENCE & LANDSCAPING EAST SIDE: 75' 25' FULL - WEST SIDE: --- - - - SCREENING FENCE & LANDSCAPING I (( \\ BACK: - - - - - - SCREENING FENCE & LANDSCAPING PROVIDED INACTIVE ACTIVE SCREENING FRONT: 75' 25' SCREENING FENCE & LANDSCAPING EAST SIDE: --- 324' FULL WEST SIDE: --- --- SCREENING FENCE & LANDSCAPING BACK: - - - - - - SCREENING FENCE & LANDSCAPING �- SCREENING FENCE 50 0 50 100 GRAPHIC 50CALE NOTES 1, THIS ITEM MAY SE PRECAST CAR CAST 114 PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4WO P54 W f: RECAST. CG-6 CURB (Txrn 1 .3. CO1MBINAT€EE C€� HAVING O R�WS i:&O CCC3nD FEET OR LEid55 tAL01'aC; FACE OF CkRR6) SHht.1. BE PAID FOR AS FRAO3AL GOMS"ATION CURB & NOT TO SCALE GUTTER, 4. FOUR USE WITH STABILIZED OPEN -GRADED DRXNA:E ILAYER,TK BOTTOM OF ]HE CURB AND GUTTER BE CONSTRUCTED PARALLEL TOR TIE S€ OK, Of SWBASE COURSES ES AND TO THE DEPTH OF THE PAVEMENT, 5, THi5 CURD MAY BE USED WHEhd DEStCN :SPEED 45 40 MPH OR LESS ON RURAL Ht :HIMAYS AND 45 MPH OR 2" R LESS N DEVELOPED URBAN dI SUBUI:RBM AREAS, td" THESE DESIGN E EXCEEDED STANDARD CG-7 OS REQUIRED s p 1 1> r il, 7" . a A 0 ► A dr Allb A O A __» THE BOTTOM OF TH$: CURB AND GUTTER MAY SECONSTRUCTED PAPTAd. LEE TO THE SLOPE Of SU88ASE COURSES PROiV€00 A �Ilk M"MUM DEPTH OF 7" IS Ml4INTA6tdEO?, THCS AREA MAY BE CONCRETE AT THE OPT'KN OF THE CONTRACTOR DOUBLE STRA GALVANIZED t SURVEYORS F TURNBUCKLE REMOVE BURL 1/3 OF R001 TAMP OR WAl MIXTURE AT ' INTERVALS, W WHEN HOLE I 150mm MIN. AND BOTTOM DECIDUOUS TREE WITH oz m° u � J 12d° j o O U o C`3 _ N v a) C N _� = 7 N Y i N N 0 ca O U CJ n`> U a`) o E coo E 3 U V C O m GARDIEN HOSE 15mm DIA. MIN. m i N d 200)mm MULCH 80mtm EARTH BERM TO FORM1 SAUCER z LOSS;EN SUBSOIL AT BOTTOM OF EXCAVATION ~� TO 150mm MIN. DEPTH, TAMP. E I w 1.5" SM-12.5A SURFACE COURSE HEAVY 4" BM-25.0 BASE COURSE PAVEMENT , g ;;�A < j�?:,, P �1 �;„ IY,�t+ ; i. „ 8 SUBBASE VDOT STD. GR-21A S E C T O N COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) 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. PVMTSECT TYPICAL HEAVY PAVEMENT SECTION NOT TO SCALE LIGHT / 1.5" SM-12.5A SURFACE COURSE PAVEMENT."fr Y,,r�,�;;� 8" SUBBASE VDOT STD. GR-21 A COMPACTED A SECTION (COMPACTED TOB 9R%DDENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) 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. PVMTSECT TYPICAL LIGHT PAVEMENT SECTION NOT TO SCALE cn (D w U O cf) L1J Cn � � U Q z u� 0- LiJ E--+ Q Q < ULLJ cr)) v 1 CD < Q I � � F—I O w LLJ �H� � z Q TH F Cr) Lj CL US S. BADER No.025704 O 15 63 SI NA c PLAN STATUS 02 04 03 REVISED 03 26 03 REVISED PER COMMENTS 05/05/03 REV PER FRED. CO. PLAN. o 06/02/03 REV PER FRED. CO. PLAN. 06/30/03 FOR SIGNATURE 07/15/03 REV PER FRED. CO. PLAN. DATE DESCRIPTION DLF BCG CSB DESIGN DRAWN CHKD SCALE H: AS SHOWN , JOB No. 1934-01 —001 DATE NOV., 2002 U FILE No. E 0 6 OF 6 SHEET o 1VJL � 1N -L OWNER WINCHESTER INDUSTRIAL PARK L.L.C. PARCEL IDENTIFICATION NO. : TM 64—(A), PARCEL 81—A LOT AREA 7.2 AC DISTURBED AREA : 6.8 AC CURRENT ZONING M1 CURRENT USE VACANT PROPOSED USE : STORAGE BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED = 35' BUILDING SETBACKS: REQUIRED: FRONT: 75' SIDE: 25' REAR: 25' PROPOSED: FRONT: 100.00' (269.9' ROUTE 50 R/W) SIDE: 35.0' REAR: 65.2' F.A.R. CALCULATIONS MAXIMUM ALLOWED = 1.0 OR 313,632 SF LOT AREA = 313,632 SF EXISTING BLDG. = N/A PROP BUILDING 1 = 11,550 SF PROP BUILDING 2 = 5,000 SF PROP BUILDING 3 = 7,200 SF PROP BUILDING 4 = 3,200 SF PROP BUILDINGS (0 BUILDOUT) = 26,950 SF 26,950 SF / 313,632 SF = 0.086 F.A.R. PARKING CALCULATIONS REQUIRED PARKING: STORAGE = 1 SPACE/5000 SF FLOOR AREA 26,950 SF (1 SPACE/5,000 SF) = 6 SPACES 6 SPACES REQUIRED PARKING PROVIDED: 6 SPACES HANDICAP SPACES REQUIRED: 1 HANDICAP SPACES PROVIDED: 1 BOAT AND RV PARKING SPACES PROVIDED: 10 OWNER BLOCK OWNER: J. HARDIN MARION, TRUSTEE TAX MAP: 64 ((A)) PARCEL: 81 A SIGNATURE DATE IN C if fill if C 0 N S C 0 IN -L AIN S WtTHYN THL� D S I I,I AI I A K O CITY OF WINCHESTER o�Q ell 22 d a o� S��PrUr o BM 733 O Sup u Rt. r Lgaa Lan r� East Side MHP --�—� �5 SITE h 80K 81� SOF 1 80Q �G 801 80D 80H Winchester 801 Airport 80M �� 80E tsp 80A 4 3 BM712 12 nd 1 A a Yanaid s Pak Un N RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION NUMBER: EXPIRATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THESE PLANS VICINITY MAP SCALE : 1" = 1,000' OWNER/DEVELOPER ALLIED SYSTEMS CORPORATION C/0 ROBERT FROGALE 1936 MILLWOOD PIKE WINCHESTER, VA 22602 (540) 665-9600 SHEET I11DEX 1. COVER SHEET 2. LEGEND, NOTES, AND ABBREVIATIONS 3. SITE PLAN 4. EROSION AND SEDIMENT CONTROL PLAN 5. EROSION AND SEDIMENT CONTROL NARRATIVE AND DETAILS 6. LANDSCAPE PLAN AND MISCELANIOUS DETAILS FIR • • t, 3 __ 94 -, FREDERICK COUNTY ZONING ADMINISTRATOR: �i 2A44 DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL. F.C.S.A. APPROVAL VALID FOR TWO (2) YEARS FROM DATE OF APPROVAL. NOTICE REQUIRED CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) WORK114G DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. NAMES AND TELEPHONE NUMBERS OF THE OPERATORS OF UNDERGROUND UTILITY LINES APPEAR BELOW. THESE NUMBERS SHALL ALSO BE USED TO SERVE IN AN EMERGENCY CONDITION. CALL MISS UTILITY 800--257-777 WATER/SEWER: FREDERICK COUNTY SANITATION AUTHORITY P.O. BOX 1877 WINCHESTER, VA 22604 540-868-1061 PHONE: VERIZON P.O. BOX 17398 BALTIMORE, MD 21297 410-954-6282 POWER: JUL 1 8 2003 ALEGHENY POWER P.O. BOX 1458 HAGERSTOWN, MD 21741 1-800-654-3317 GAS: SHENANDOAH GAS CO. P.O. BOX 2400 WINCHESTER, VA 22604 540-869-1111 Reviewer: TArS J 0 J E Q Q O O (D 0) N N W . a)-� N Lo CO C va Y ti N C cr3 O U U O U� E C to to O o O E � p �S d- O X co _C >>C > Cl- Li- 3: a U � w > S ry R, O W �w W (� !i LL- � U_ D' O E � Q O � f--1 W LLJ I--� Q O US S. No. 25704 �SSIONAL �� PLAN STATUS 03 26 03 1 REVISED PER COMMENTS 05/05/03 REV PER FRED. CO. PLAN. a 06/02/03 REV PER FRED. CO. PLAN. o 06/30/03 FOR SIGNATURE .El 0 C DATE DESCRIPTION DLF BCG CSB I DESIGN DRAWN CHKD SCALE v: AS SHOWN JOB No. 1934-01 —001 DATE NOV., 2002 FILE No. E O C OF 6 SHEET v LEND ABBREVIATIONS NOTES EXISTING DESCRIPTION PROPOSED AGG AGGREGATE MECH MECHANICAL GENERAL NOTES: F".C.S.A. N®TES: VDOT NOTES: AHD AHEAD MH MANHOLE Z A AREA MI MILE 1, THE PROPERTY SHOWN HEREIN IS IDENTIFIED AS TAX MAP XXX 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN V1 All work on this project shall conform to the latest editions of the Virginia AC ACRE MS MEDIAN STRIP ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY Department of Transportation (VDOT) Road and Bridge Specifications and 35--�� INDEX CONTOUR 35 ARCH ARCHITECTURAL MSL MEAN SEA LEVEL 2. THE PROPERTY IS CURRENTLY ZONED XXX MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION Standards, The Virginia Erosion and Sediment Control Regulations and any 33 --�-� INTERMEDIATE CONTOUR 33 ASPH ASPHALT MAX MAXIMUM AUTHORITY. other state, federal or local regulations applicable. In the event of conflict EX. E/P PROP. E/P ADJ ADJACENT MIN MINIMUM 3. XXX TITLE REPORT FURNISHED XXX between any of these standards, specifications or plans, the most stringent EX. C & G EDGE OF PAVEMENT CG-6 APPROX APPROXIMATE MISC MISCELLANEOUS 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR shall govern. CURB AND GUTTER 4. BOUNDARY IS PER XXX INSPECTION BY THE AUTHORITY. 1E CG 6 BM BENCHMARK NBL NORTH BOUND LANE V2. All construction shall comply with the latest U. S. Department of Labor TRANSITION FROM CG-6 TO CG-6R . . 5. TOPOGRAPHIC INFORMATION SHOWN HERON IS THE RESULT OF 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE Occupational Safety and Health Administration and VOSH Rules and MMA n t BRG BEARING NA NOT APPLICABLE COORDINATED WITH THE AUTHORITY'S INSPECTOR. Regulations. PROJECT LIMIT PROPERTY LINE BOC BACK OF CURB N/F NOW OR FORMERLY 6. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE DEPARTING PROPERTY LINE OF BASEMENT FLOOR NFA NET FLOOR AREA STANDARDS AND SPECIFICATIONS OF VDOT AND FREDERICK COUNTY. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS V3. When working on VDOT right-of-way, all traffic control, whether permanent BLDG BUILDING FOR THE INSTALLATION OF WATER METERS THROUGH 2" or temporary, shall be in accordance with the current edition of VDOT'sRESPONSIBLE PROPERTY LINE BOV BLOW OFF VALVE OC ON CENTER 7. THE CONTRACTOR SHALL CONTACT MISS UTILITY AT 1-800-257- IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) work area protection manual. Furthermore, all traffic control floggeirs must be RIGHT-OF-WAY BRL BUILDING RESTRICTION LINE OD OUTSIDE DIAMETER 7777, UTILITY COMPANY REPRESENTATIVES, PERFORM TEST PITS, THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER certified in accordance with the latest edition of the VDOT Road and Bridge BW BOTTOM OF WALL OHE OVERHEAD ELECTRIC REVIEW CURRANT TEST PIT DATA, AND WHATEVER OTHER OPERATIONS BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE Specifications, Section 104.04-C. CENTERLINE EIK BACK OF CURB OH OHT OVERHEAD OVERHEAD TELEPHONE AVAILABLE TO INSURE THE EXACT HORIZONTAL AND VERTICAL FINAL GRADE OF THE LOT; 3 THE DISTANCE BETWEEN THE TOP OF ) V4. The developer shall be responsible for relocation, at his expense, any and all FLOOD PLAIN CB CATCH BASIN OHC OVERHEAD CABLE LOCATION OF ALL UTILITIES IN THE AREA OF CONSTRUCTION. THE THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; utilities, including traffic signal poles, junction boxes, controllers, etc. owned CIP CAST IRON PIPE OBJ OBJECT CONTRACTOR SHALL NOTIFY BOWMAN CONSULTING GROUP, LTD. OF ANY AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN by VDOT or private utility company. It is the sole responsibility of the 0 CLEARING AND GRADING CL CENTERLINE POTENTIAL CONFLICTS PRIOR TO COMMENCING CONSTRUCTION. PROPER WORKING ORDER. IT IS THE DEVELOPER'S/ CONTRACTOR'S dlo to ltd utility aces or ems, wfacilities items, may be in developer locate anidentify TREE LINE CL CENTERLINE PL PROPERTY LINE RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY conflict with the proposed construction activity. VDOT approval of these 0 8. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND MAKE INSTALLED CORRECTLY. plans does not relieve the developer of this responsibility. STREAM CLR CLEAR E PROPERTY LINE ALL INSPECTIONS NECESSARY IN ORDER TO DETERMINE THE FULL CMP CORRUGATED METAL PIPE PVI POINT OF VERTICAL INTER. EXTENT OF THE WORK REQUIRED TO MAKE THE PROPOSED WORK 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING V5. Design features relating to field construction, regulations, and contirol or OVERLAND RELIEF PATHWAY �-'- CO CLEAN OUT PVC POINT OF VERTICAL CURVE CONFORM TO THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR LINES: safety of traffic may be subject to change as deemed necessary by VDOT. CONC CONCRETE PVT POINT OF VERTICAL TANGENT SHALL SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF THE any additional expense incurred as a result of any field revision wiill be the FENCE LINE CTR CENTERLINE PVMT PAVEMENT WORK, CONDITIONS, AND CONFORMATION AND CONDITION OF EXISTING A. THE LOCATION OF THE SERVICE LATERAL IS TO BE responsibility of the developer. EASEMENT CIF CUBIC FEET PC POINT OF CURVATURE GROUND SURFACE AND THE CHARACTER OF THE EQUIPMENT AND FACILITIES COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN � EX. 8" W L " CY CUBIC YARD PT POINT OF TANGENCY / 8 IP WA NEEDED PRIOR TO AND DURING PROSECUTION OF THE WORK. THE APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE V6. Prior to initiation of work, the contractor shall be responsible for acquiring all W „ WATER LINE "� 8 PVC SAN. CFS CUBIC FEET PER SECOND PCC POINT OF COMPOUND CURVES CONTRACTOR SHALL SATISFY HIMSELF AS TO THE CHARACTER QUANTITY WORK WILL BEGIN. necessary by VDOT land use permits for any work on VDOT right-of-way. a EX. 8 SAN. SANITARY SEWER CM CUBIC METERS PG PAGE AND QUALITY OF SURFACE AND SUBSURFACE MATERIALS OR OBSTACLES Q r E o 0 EX. 18" S.D. 18"RCP S.D. (:MS CUBIC METERS PER SECOND PROP PROPOSED TO BE ENCOUNTERED. ANY INACCURACIES OR DISCREPANCIES B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8 V7. If required by the local VDOT Residency Office, a pre -construction _o 6 � t STORM DRAIN CBR CALIFORNIA BEARING RATIO PGL POINT OF GRADE LINE BETWEEN THE DRAWINGS AND SPECIFICATIONS MUST BE BOUGHT TO �> 3/4 AND 1 WATER SERVICES. conference must be arranged and held by engineer and/or developer with the .� o N o .= C RUNOFF COEFFICIENT PRC POINT OF REVERSE CURVES THE OWNER'S ATTENTION IN ORDER TO CLARIFY THE EXACT NATURE attendance of the contractor, various County agencies, utility companies and :� C, N � o = ELECTRIC SERVICE CN RUNOFF CURVE NUMBER PRELIM PRELIMINARY OF THE WORK TO BE PERFORMED PRIOR TO THE COMMENCEMENT OF ANY .. C. FOR ALL 1 1 /2 AND 2 WATER SERVICES, THE AUTHORITY VDOT prior to initiation of work. = m .a' = o > N 0 o N TELEPHONE SERVICE CAN CABLE TELEVISION P&P PLAN AND PROFILE WORK. SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. V8. The contractor shall notify the local VDDT Residency Office when vwork is to 0 jv ^ E Cz 0 3 GAS LINE C&G CURB AND GUTTER THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT begin or cease for an undetermined length of time. VDOT will also require g y g q = �, �, 5 � E CH CHORD Q FLOW RATE 9. EXCEPT WHERE NOTED HEREON, TO THE BEST OF OUR ASSEMBLY. THE AUTHORITY WILL INSTALL THE ASSEMBLY. 48 hours notice for any inspection. w o = o m + 25.32 SPOT ELEVATION +00- CHBRG CHORD BEARING KNOWLEDGE, THE PROPOSED DEVELOPMENT OF THE SUBJECT PROPERTY N .__ m a U RGP ROUGH GRADING PLAN CONFORMS TO ALL CURRENT APPLICABLE LAND DEVELOPMENT D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. V9. The contractor will be responsible for maintaining adequate access to the 0 UTILITY POLE 0 DS DOWN SPOUT R RADIUS ORDINANCES, REGULATIONS, AND ADOPTED STANDARDS. project from the adjacent public roadway through construction and Q U -Q- SIGN DL DOMESTIC LINE RD ROOF DRAIN 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION maintenance of a construction entrance in accordance with the Virginia DA DRAINAGE AREA REINF REINFORCED 10. THE DESIGN, CONSTRUCTION, FIELD PRACTICES, AND METHODS OF A NEW LINE: Erosion and Sediment Control Handbook. Section 3.02. Furthermore, access to EX SEc SANITARY SEWER IDENTIFIER A O D DEPTH REQD REQUIRED SHALL CONFORM TO THE REQUIREMENTS OF THE VIRGINIA other properties affected by this project shall be maintained through MH �, A DB DEED BOOK RR RAILROAD DEPARTMENT OF TRANSPORTATION AND FREDERICK COUNTY VIRGINIA. FAILURE TO COMPLY WITH THESE REQUIREMENTS AND APPROVED PLANS A. THE AUTHORITY SHALL FURNISH ALL MATERIALS AND LABOR TO MAKE THE TAP. construction. The Developer shall have, within the limits of the project, an P P 1 b the Department of Conservation and Recreation in Q x SD STORM DRAIN IDENTIFIER 1 2 DIP DUCTILE IRON PIPE R/W RIGHT OF WAYy THE PROVISIONS OF THE CONSTRUCTION AND ESCROW AGREEMENTS, employee certified p Erosion and Sediment Control who shall inspect erosion and siltation control z sp 2 DWG DRAWING RET RETAINING OR THE PERMIT SHALL for installation deficiencies immediately U DI DROP INLET REV REVISION BE DEEMED A VIOLATION. B. THE DEVELOPER/CONTRACTOR MUST; 1) MAKE APPLICATION devices and measures proper and p P Y � E EASEMENT IDENTIFIER E DI DRIVEWAY FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK after each rainfall, at least daily during prolonged rainfall, and weekly when I --I DIST DISTANCE SCH SCHEDULE 11 . ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF- THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE no rainfall, event occurs. W WATER METER ® DRN DRAINAGE AREA S/W SIDEWALK WAY SHALL BE INSTALLED TO THE REQUIRED DISTANCE BEYOND THE RIGHT-OF-WAY LINE PRIOR TO THE INSTALLATION OF ANY SUBBASE WORK IS COMPLETED. V10. Contractor shall ensure adequate drainage is achieved and maintaiined on the ^ SF SQUARE FEET MATERIAL. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING se itduring and at the end of construction. O FIRE HYDRANT Imo--+ EA EL EACH ELEVATION SY SQUARE YARD MANHOLE BY CORE DRILLING THE MANHOLE. V11. lines VDOT -oaf -way Z �, O STD STANDARD 12. LAND CONSERVATION NOTES- MEASURES TO CONTROL EROSION All water and sewer within existing or proposed right are 0 U ELEV ELEVATION STR STRUCTURE AND SILTATION SHALL BE PROVIDED PURSUANT TO AND IN 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR to have minimum 36" cover and when possible shall be installed wander 17-- o STREET LIGHT ELEC ELECTRIC SAN SANITARY COMPLIANCE WITH CURRENT STATE AND LOCAL REGULATIONS. RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. roadway drainage facilities at conflict points. < U ENGR ENGINEER SEW SEWER HOWEVER, THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A V) Q - VEHICLES PER DAY VPD EP EDGE OF PAVEMENT SBL SOUTH BOUND LANE THE DEVELOPER OR HIS AGENT OF ANY LEGAL RESPONSIBILITIES REMOTE READOUT IS REQUIRED. V12. Any unusual subsurface conditions encountered during the course tof the ry Z rz EQUIP EQUIPMENT STM STORM WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY construction shall be immediately brought to the attention of iengineer and m � ESMT EASEMENT SD SIGHT DISTANCE ORDINANCE ENACTED BY FREDERICK COUNTY. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE VDOT. Work shall cease in that vicinity until an adequate design can be pp W TP E RATE OF SUPER ELEVATION SEC SECTION BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS determined by the engineer and approved by VDDT. Q 0 � TEST PIT LOCATION ® ES END SECTION SPEC SPECIFICATIONS 13. EROSION AND SILTATION CONTROL SHALL BE PROVIDED WHERE REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 � z EW END WALL NECESSARY PRIOR TO CLEARING, GRADIN( AND CONSTRUCTION. OR 1047. A REMOTE READOUT IS REQUIRED. V13. All fill areas, borrow material and undercut areas shall be inspected an , b VDOT to fill. Where CBR Z � EX EXISTING TB TEST BORING a �ved representative prior placement and pp� y p p p testing VDOT Q ~ SLOPES TO BE STABILIZED PURSUANT TO VIRGINIA EBL EAST BOUND LANE TH TEST HOLE 14. NO BLASTING SHALL BE PERMITTED WITHIN 25' OF EXISTING is required, a representative shall be present to insure the U EROSION AND SEDIMENT CONTROL HANDBOOK UTILITIES LINE OR STRUCTURES. BLASTING TO BE EXTENDED TO 25' sample obtained is representative of the location. When soil samples are Uj Q.i CRITICAL SLOPE ETR EXISTING TO REMAIN TP TEST PIT BEYOND PROPOSED STRUCTURES IF CONC'TIONS WARRANT FUTURE submitted to private laboratories for testing, the samples shall be clearly W I - HANDICAP RAMP (CG-12) ETD EXISTING TO BE DEMOLISHED TC TOP OF CURB EXTENTIONS. identified and labeled as belonging to a project, which will be accepted by ~O `.J � DENOTES LOCATION OF STD VDOT ETRP EXISTING TO BE REPLACED TELE TELEPHONE VDOT, and that testing shall be conducted according to all applicaible VDOT Z J Q� O -_ CG-12 AND/OR JURISDICTIONAL J ETRL EXISTING TO BE RELOCATED TW TOP OF WALL 15. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING standards. �y r--� J STANDARD RAMP CONSTRUCTION TB TOP OF BANK ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT 0 ¢�-j-�i Q FD FLOOR DRAIN TEMP TEMPORARY CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT -OF -WAY. V14. All roadway fill, base subsurface material and backfill of utility/sto>rm sewer z ® U 0!� Li1 FF FIRST FINISHED FLOOR TYP TYPICAL trenches shall be compacted in 6" lifts to 95% of theoretical maximum W DENOTES CLEAR SIGHT TRIANGLE FND FOUNDATION 16. SILITATION AND EROSION CONTROL MEASURES Density as determined by AASHTO T-99 Method A within plus or minus SiE-+ � L FG FINISH GRADE UG UNDERGROUND _ADDITIONAL SHALL BE INSTALLED AS DIRECTED BY VDOT AND / OR THE 2% of optimum moisture for the full width of any dedicated streeit right -of- J � E-� CD FH FIRE HYDRANT UGE UNDERGROUND ELECTRIC INSPECTOR DURING FIELD REVIEW; COSTS ASSOCIATED WITH way. At the direction of VDOT Inspector, density tests performed by a Q PRE -BLAST FOR FUTURE PIPE INV FS FIRE SERVICE UGT UNDERGROUND TELEPHONE ADDITIONAL MEASURES SHALL BE ASSUMED BY THE DEVELOPER. qualified independent agency shall be conducted as required in the VDOT I FAR FLOOR AREA RATIO UGC UNDERGROUND CABLE Road and Bridge Specification. A copy of all tests shall be submitted to �i W FP FLOOD PLAIN UD UNDERDRAIN 17. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. VDOT prior to final VDOT approval. �f, w iJ 7- 15" OAK TREE o � FPS FOY FEET PER SECOND FOYER VC VERTICAL CURVE DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND REGULATIONS. V15. VDOT Standard CD and UD under -drains shall be installed where iindicated ^ ~� 3: FT FOOT / FEET VB VERTICAL BEND on these plans and further where determined necessary by VDOT llnspector. _ V #1 VF VERTICAL FOOT 18, THE RIGHT IS SPECIFICALLY RESERVED TO UTILIZE NON- ELE=101.62 BENCHMARK GR GUARD RAIL STRUCTURAL AREAS FOR BORROW PITS CONSISTENT WITH THE V16. The installation of any entrances and mailboxes within any dedicated street GAR GARAGE W/M WATER MAIN GEOTECHNICAL REQUIREMENTS. right-of-way shall meet VDOT minimum design standards and is the G GAS WBL WEST BOUND LANE responsibility of the developer. GFA GROSS FLOOR AREA WM WATER METER 19. ALL SURFACED STREETS SHALL BE MAINTAINED IN A CLEAR WL WATER LINE CONDITION; FREE OF DUST, MUD OR SNOW AT ALL TIMES. THE V17. Prior to acceptance by VDOT of any streets, any required street signage HT HEIGHT WV WATER VALVE DEVELOPER SHALL PROVIDE ADEQUATE MEANS TO CLEAN TRUCKS AND and/or pavement markings must be installed by the developer or at F HGL HYDRAULIC GRADE LINE OTHER EQUIPMENT USING SURFACED STREETS. VDOT'S discretion, by VDOT on on account receivable basis. Stop signs HORZ HORIZONTAL 20. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO GRAVES, BURIAL shall be thirty (30) inches tall with high intensity sheeting. The bottom of�f� HC HANDICAP The sign shall be six (6) feet above the edge of pavement and the post shall p HP HIGH POINT GROUNDS OR HISTORICAL SITES LOCATED ON THE SUBJECT PROPERTY. be Installed a minimum of four (4) feet from the edge of pavement. Sign CL S HR HAND RAIL 21. THE APPROVAL OF THESE PLAN IN NO WAY RELIEVE THE DEVELOPER 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 p No. 25704 HB HORIZONTAL BEND OR HIS AGENT OF ANY LEGAL RESPONSIBILITIES WHICH MAY BE VDOT residency office with any questions regarding sign material and 111, s`sIONAL� REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY Placement. I RAIN INTENSITY FREDERICK COUNTY. ID INVERT V18. The developer must provide to the local VDOT office a list of all material PLAN STATUS IN INCH sources prior to construction. Copies of all invoices for materials within 02 04 03 REVISED INV INVERT any dedicated street right of way must be provided to the local VDOT 03 26 03 REVISED PER COMMENTS IP IRON PIPE residency office prior to acceptance of the work. Unit and total prices may IPF IRON PIPE FOUND may be obscured. 06/30/03 FOR SIGNATURE IPS IRON PIPE SET IE INVERT ELEVATION 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 JB JUNCTION BOX control strip as specified in VDOT's "Road and Bridge Specifications" JNT JOINT (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to K SIGHT DISTANCE COEFFICIENT the Residency Office. In addition to checking stone depths, A VDOT representative shall be notified and given the opportunity to be present All L LENGTH during the construction and testing of the density control strip. DATE DESCRIPTION LF LINEAR FEET V20. Asphalt concrete pavement shall be placed in accordance with the latest LOS LINESIGHT edition of VDOT's "Road and Bridge Specifications" (Section 315). DLF BCG CSB LAT LATERAL density will be determined using the density control strip as specified in DESIGN DRAWN CHKD LP LOW POINT Section 315 and VTM-76. A certified compaction technician shall perform SCALE H: AS SHOWN LS LOADING SPACE these tests. A certified copy of the test results shall be provided to the V• JOB No. 1934-01 -001 NOTES: residency Office. A VDOT representative shall be notified and given the 1. THIS IS A STANDARD SHEET, THEREFORE SOME opportunity to be present during the construction and testing of the control ABBREVIATIONS MAY APPEAR ON THIS SHEET AND strip. DATE NOV., 2002 FILE No. NOT BE USED ON THE PROJECT. V21. Approval of these plans shall expire three (3) years from the date of the 2. CONTACT ENGINEER FOR ABBREVIATIONS USED BUT Approval letter. NOT SHOWN ON THIS DRAWING. 2 SHEET OF u.c�. ✓.7u, , v. v.�.. I TM. 64-((A))-157 ZONE: RA USE: RESIDENTIAL 1 / N/F 1 / LONNIE M. JOHNS, JR. 1 D.B. 628, PG. 444 I T.M. 64-((A))-157A ZONE: RA ' USE: RESIDENTIAL LLJ i Z \ I \ O \ N ' 1 \ Q I 1 \ � I\ O 1 \ ct� I \ \ LL_ 1 O 1 \ I\ L 1 0 I � � I ' I Q Lu 1 I 1 1 I 1 I I N/F EFG IN VES TMEN TS, L. L. C. D. B. 968, PG. 352 I T.M. 64-((A))-153 ZONE: RA 1 USE: RESIDEN T/AL ' I 1 1 1 1 1 I I 1 1 I I 1 I 1 i I I 1 I I 1 I 1 1 I I 1 I I 1 uurrro t (M. I'U4 ! i ,1 ; ___.__._ , _z / , c , Q4 1 INST. # 020078576 W/RiP-RAP I # yy _ _ '`---'`'- \ � I ZONED: M� USE) VACANT OD iI If U �z O C)upq � v j. j t1� x100 `a REMOVE E ENCERIF _ �-- ALLIED (v D B _7SO BS, TEFM S G708 T.M.4-((A))-80FRL 1 _ O ZONE. M 1 USE: MANUFACTURING00 f �r �= . 9 �� l0 \`• ; _W V lVr xll 'SQ r?J i a�`-w_ >^ �c- �� ~� / 3- �I �f DRAINAGE L A�.Eh4EN f 99'- �� .._ - x - - -ROW 1 l'RCP - 1 i _ w``i �--` -_- _-- ___ __ ___ f _ _ _ _ .--_- r.. ,+ , \ V J � �, -. F_ O --. __ LP=9 3� 9? -- -- J (.(,x- �:�t." f dx� WCT TAT f' - - 47 7 ' -f CG 6 - 1. R 9 x .,- ,r Dom- - -->. � Co -__ -� _ _ -= ---- - - �'~-'�t�_ y Q. -�� - - - -.- - - -- _ _ --- -- -- ------ -- -- _ ----------1�'>�►a=r-APE' - ------ - - - - ,�a-� p �- Q�l, , _ _-- - _ _ -:_ ' ,`'`= _ _ ARBOR Cb ART 25 MPH TSIGN SPEED O ' ^J W �� i / //(/�1 `►`�1 /��:, t �tCE�I� 'C-- 6 OF EC1�T(F) 4- g42Lij Q06 I -RELOCATE PORTION TAPERii N- EXISTING FORCEMAft . _ '^ rnkl mrn.$ \'\ I r._._y7-`w ' g n J v /a ,9�. �_ I' 1 ! r 1 / \ �'��`- -.._' ` �! �,_ { 40' I)RAINAG`.i �:(�, o / I _ - - - 4 ' P�RAlNAGE " Zg \ \ III -> , \ 5 . sZ , _` _ I (,� II i\ `� 1 , I I t I ; , ! ' r _ - f '' _ g _ \ 45'-1i R(' EASI MEPJ ( Iv / - _ _ -- L.�SEMtNT _' -_ s4 II 41 I / fit' Q2- r . 9 , 9fl �1. I/ BRL - (CFI �_ -- _ - _ ��_ w _ _ _ _ ;{ EF92- �g- - - - - _�----_-`---. �. �,�-'�__._-�---- 17 _ =_s_� 99 �' j I , I 1 i i j �f "`� rw _"-- \ 1 - ` - - - -a , I +! I t I I , 1 1 1 , I . u, -�_ _._ E( 06 a y TEMPORARY PAVEMLO - O/- - \ 2 134 I EP., \ �p 6 .'�._ Ji1'1 `� I (3 C V c FiAM�t4 HEAD r7 i + II t I 1 ( 94_ �=------- _fit' I �- Sr.(<vl A� �r { t.-� .RLS --EGRESS / �«- - --- -- _ _ -- - - _-, _ .- -- ..- ... `} IURN AW,OND �! / FP9' N F 7'`- r1�1 M I m m Lm m trI �n ci-j u:aiT, ri� rs, cmljIlk ' _ .- --.._.._..__ i 'r i 1 Wl ESTER INDU.ST�AL PARI)`'�.L.C. � o$ I � /�_ LOT INST 11 000013322 -__.__ 3 / - N/F I \ I ! I ,+ ft `� 1 / I cz} I J I ! f -�i% / ' I ' � T M. 4 A . 81 I <r- h0`x3��rt 'f`P m t ; I \ I -(( }� �._ EP92�4 1 EP 6 ! RGR, L.L. j c� o /� 1 INS # 0200 45 { i I 1 ZONE• M1 20' STORM 91 / � ' ' �' I + ' I "' ' + I E: COJ1�MERC AL INDUSTRIAL DRAINAGE / ' , r + rl`n1 ' , i I ;f 1 ;` �� .EASEMENT i o T. M. 64-(( A) 80L 2 z ! I , \ \ I t r } , ,ter I -r O ` ZONM 1 OGLC) o? ,I 94 4 LUSE: VACAN -86I iRTjr l/ j TR/+SHR I { I I I\ 95=r ' OtLQ °j- In tp M �1 L } Y f-.__CONSTRUCTION � EX 0 ,. '(TEMP BARRICADE TYPE Il() � � L�H� EX mi m La oz m° -D J J E a a o0 o N m ID C N .� U � .� N 2 8 ^ N C5 co U U Z5 U (D 10 Z5 -6)v 3 o mc E U W U C O 3 c_ o m >c_ m > N ILL � z I -i a I u I � - - I� ' I NSF rT, `�' Tsw I 1 �' I_I RICHARD & ROSEMARY MAIN ( 1v rt I tt' 44, PG. 7277 1 , N REFER SITE PLAN 48-02 ' - ( t -- " II '- rr- -__ __ _ -_-_ __.. _� f� m )ter „� ,1 �• +� ( `i' j l t % �� ': ,�'' :' # \I 1 i l _ _ �Gt 10 1 T.M. 64-((A))`80K I ;Y� , , THIS AREA 1 -_ r w I, Q t�/ / i I I I N I I r; ( ZONE. M1 USE. VACANT � Jrn {� + -i- j i 14 �". ' S § W �' / cn � l/ / �� I I I I I f ,I ,95 ---i L_�,o,�� ._-� iir1l �_ �.,,Ico rn l-' W ' }--'. $ cv I 1 I ' I! 1,¢7{( �a- L"', 1)j x r _. _, a+ /�1'11)/ 11 /l r/ o' U \ 11 I I I I Q U j �.� a I I I I +� erJ �.,. L_,__I i 1 Ld r I Lis CD LLJ Q Ec �' l �� h �g f` �f l',Of ci CID ,, ��, /� Q I I I 4_ I,n ! , , a J ,��- r � I u �. � {�• ! -ti f y$ 1i , ' � -- 1` N \ � � i�,�I � �JO I r _fi A -fI'� 1 `9ui IiI!t if }4 wj[5 3LIMITS OF DISTURBA FENCE LIMITS OF STORAGE I O W95 /�SECUJTY �S EENI1NCE 03 0 o I O2 I I- IQ C ciii •� I `' ,, `� SC 2 03°0 65.2' II I 02 02 BUILDING 4 � i � FF-102.37 FF-103.04 FF-103.71 1 03 I I� I I1 I f ---dot ! � I, , ' O W N± Jr SCREENING/ PURITY E. t I I i „ ,, I _ ' 02 02 0 0 03/ 0 0 U ! , I i on / VJ02 0 3 03 02 0$C 4Ot 1 41 1 �1 ,. '02 BUILDING 3 1 I �� fl3z� f j li II , N m - ' I ✓ FF=102.86 FF=103.53 FF=104.18 G1 yA1 ° CJ i �' a� ��+�C'' 7 96 I I II Ae I1 J /' Inn11 •� } `,}-• 031 1 1I I I0A,02 03 03�* / 04 I111 i } H 3 02 03LLJ 3 104� 04 03 �I i I I I �r �]. ' it f { t Q oO 00 I Cl)I W /i \\ I ij a i BUILDING 2 N, o LIE o p \. f t� i5- I FF=102.84 FF=103.43 FF=104.16 0 __yg i �/ r/ W C S S. BADER No r 1 `` I { I �� ' Y % // l , ' �, `b N . 02 704 a, 0) 1 I �J r-• ' 02� 0321 0 (D 04 1 i I -� , I' z N C2so.s' ro o.w.) .� o°� 24' 1 I s� ; {, if !'TY . !, t', 8` of �' F LJ�.. / ! / �� ✓ O ' 02 0A 0� 03 04 04 � I rE+1 rt �- 99-- � �� zAT�9 � ----- ._i_. 99�� % _ - L _ - i • ! f t NA I BUILDING 1 SCREENING SECURITY I'D CE �x `� - = == = = _ - _-- 1 J '�' - I Ir' i r PLAN STATUS FF=102.84 FF=103.51 FF=104.16 -T - "=� lam; �- --�- == =--==� ' s KEYED NOTES. SIGNAGE NOTES. GENERAL NOTES: 02 04 03 REVISED o REVISED PER COMMENTS dP X \ , �0 1p„ l "NO PARKING" SIGN 1. OUT DOOR LIGHTING TO BE SHOE BOX TYPE 05 05 03 REV PER FRED. CO. PLAN. .\ 0 03 -- -- / / ° 1,60' 100,0 03- 0 25' BRL - SCREENING FENCE 0 PAINT CURB YELLOW SUBJECT TO A 10' SETBACK. 06/02/03 REV PER FRED. CO. PLAN. o N_71 2. COORDINATION OF ALL CRANE OPERATIO N \ ��---102-------------- - MUST BE MADE WITH DAVID FOLEY 06/30/03 FOR SIGNATURE 1 of M ` - // 02 02 10 -- --" I o 2. FREESTANDING SIGNS ARE WINCHESTER AIRPORT OPERATIONS'SUP'ERVISOR, I 1T 07/15/03 REV PER FRED. CO. PLAN. { - LEGEND SUBJECT TO A 50 INTERSPACING. TWENTY FOUR HOURS IN ADVANCE. 3. OUTSIDE BURNING IS PROHIBITED. `' a 16' 4 LIMITS OF DISTURBANC �%� t � � ' � - � LIGHT PAVEMENT SECTION 3. FREESTANDING SIGNS SHALL , ; - 4. CONSTRUCTION OF ARBOR COURT MUST BE OOj Q r 1)1 " �' ` "� `�"�' �, at 'a _ \ '\ SCREENING/SECURITYaFENCE - - NOT EXCEED 100 SF IN AREA. COMPLETED BEFORE A LAND DISTURBANCE cn Ic - - - - ' PERMIT WILL BE ISSUED. ( a \ } 4. WALL MOUNTED SIGNS SHALL 5. ALL ELEVATIONS ARE BASED UPON A DATE DESCRIPTION ___ I NOT EXCEED 20% OF THE WALL BENCHMARK WITH AN ASSUMED ELEVAPION OF , �� as I�. rt \\,�, ,+ ,. = ' ..._ N F SURFACE AREA OR 200 SF, 100. MSL ELEVATION MAY BE OBTAINED) BY DLF BCG CSB r ADDING 596 FEET TO ELEVATION SHOWIN. � �� CaWR. ENC`E,l:?. & ��SPACIA COVERSTONE WHICHEVER IS LESS. DESIGN DRAWN CHKD INST. # 020012885 �. - 00 to ', T.M. 64-((A))-82 6. NO ENVIRONMENTAL FEATURES EXIST o �; ', ZONE: RA ON THE SITE. SCALE �. 1 = 501 �\ o ' USE: VACANT 7. SC TO BE 3' CURB CUT WITH RIP R�4P. `Q o Q a� JOB No.1934-01 -001 8. INDIVIDUAL UNITS SHALL NOT EXCEED '1000 z S.F. DATE 9. OWNER SHALL PROVIDE FREDERICK COUNTY WITH o `, a�a 50 0 50 100 NOV.. 2002 A COPY OF LEASE AGREEMENT FOR APPROVAL FILE No. °' I N `ti -. �� AS SOON AS IT IS AVAILABLE. LEASE SHALL BE er. GRAPHIC SCALE Elle IN ACCORDANCE WITH SECTION 165-4q4 C� a J �,�L:w, � of 6 -� ___ _ _____ _ . �-�r• r� ,, ? a� � . a1 1 " 50' OF THE ZONING ORDINANCE. o ✓v , SHEET GENERAL NO TES. 1. EROSION AND SEDIMENT CONTROL PLAN IS BASED UPON THE COMPLETION OF ARBOR COURT. A LAND DISTURBANCE PERMIT WILL NOT BE ISSUED UNTIL THE COMPLETION OF ARBOR COURT. CONTRACTOR MAY SUBMITT AN OVERALL SITE EROSION AND SEDIMENT CONTROL PLAN IN ORDER TO RECIEVE A LAND DISURBANCE PERMIT PRIOR TO THE COMPLETION OF ARBOR COURT. rrE--q u1 N \`9O 0� O v J Ij X� Q) zw��W z NW EROSION AND SEDIMENT CONTROL LEGEND N0. TITLE KEY SYMBOL TEMPORARY STONE 3.02 CONSTRUCTION CEEm ENTRANCE 3.05 SILT FENCE SF X 3.20 ROCK CHECK DAM CD 3.18 OUTLET PROTECTION OP 3.08 CULVERT INLET PROTECTION CIP 3.09 TEMPORARY DD DD DIVERSION DIKE OEM BUILDING 2 FF=102.84 FF=103.43 FF=104.16 SCREENING/SECURITY FENCE---- ! `yc? ! I \ NIF r ` LA W NCE- P. & A-_5PACIA COVERSTONE 7- INST. # 020012885 ! 1 T.M. 64—((A))-82 ! ! ZONE: RA ! ! USE: VACANT 1 ! SCREEN 4 _— V \ ! �� ! 50 0 50 100 -- ^a GRAPHIC SCALE � � ! i = 50 f_ F pw -a E CL O_ r co U O C3 (�j N v m = O O m to C m= N � C r m O Nvm i r N U o O O O ` UmUm O A N 1� 3 U C c m y u� cu 0 v v g co E 30 N E 0 m m3r3 a U Z Qry T O A CL BADE � J F� � � O o � � 0 U � W W p � p W � ^ \,J v p Q _U O W O � � Q � I � w � � z Q Q tZ V7 No. 25704 o�� 3�/3 �4' s IONAI, PLAN STATUS 02 04 03 REVISED 03 26 03 REVISED PER COMMENTS 06/02/03 REV PER FRED. CO. PLAN. a 06/30/03 FOR SIGNATURE 0 0 DATE DESCRIPTION DLF BCG CSB DESIGN DRAWN CHKD SCALE V. 1 " = 50' JOB No. 1934-01 —001 DATE NOV., 2002 U FILE No. E 0 4 6 SHEET OF v EROSION AND SEDIMENT CONTROL NARRATIVE DESCRIPTION: THIS PROJECT PROPOSES TO DEVELOP APPROXIMATELY 27,000 SF OF COMMERCIAL STORAGE WITH ASSOCIATED PARKING AND ACCESS FACILITIES. DATES OF CONSTRUCTION: CONSTRUCTION WILL BEGIN FOLLOWING PLAN APPROVAL. AND WILL TAKE APPROXIMATELY ONE (1) YEAR TO COMPLETE. CRITICAL AREAS: THIS SITE WILL DRAIN INTO AN EXISTING SUMP CONDITION ADJACENT TO ROUTE 50 A SEDIMENT BASIN WILL BE ESTABLISHED IN AN AREA RESERVED FOR A FUTURE SWM FACILITY. EROSION AND SEDIMENT CONTROL MEASURES: CONTROL OF EROSION AND SEDIMENTATION FOR THIS SITE SHALL BE ACHIEVED BY INSTALLING THE FOLLOWING: 1. CONSTRUCTION ENTRANCE 2. SILT FENCE 3. TEMPORARY DIVERSION DIKE 4. CHECK DAM 5. TEMPORARY SEEDING 6. PERMANENT SEEDING 7. MULCHING 8. CLEAN OUT AND FINAL_ WORK TO WET POND. MAINTENANCE PROGRAM: THE EROSION AND SEDIMENT CONTROL MEASURES INSTALLED ON -THIS SITE SHALL BE MAINTAINED BY PERFORMING THE FOLLOWING: 1. THE SITE SUPERINTENDENT SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. DAMAGED OR DEFICIENT CONTROLS SHALL BE REPAIRED OR IMPROVED IMMEDIATELY. 2. THE SITE SUPERINTENDENT SHALL INSPECT DAILY THE AREAS OF CONSTRUCTION ACTIVITY TO INSURE EROSION CONTROL EFFECTIVENESS. ADDITIONAL MEASURES SHALL BE INSTALLED IMMEDIATELY WHERE DEFICIENCIES ARE FOUND. 3. PERMANENT EROSION CONTROL MEASURES INCLUDE THE INSTALLATION OF RIP RAP AT STORM SEWER OUTFALLS AND THE ESTABLISHMENT OF GRASS ON EXPOSED SURFACES DISTURBED IN THE CONSTRUCTION PROCESS. 4. SEDIMENT SHALL BE REMOVED FROM ANY TRAPPING DEVICE WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE HEIGHT OF THE TRAPPING DEVICE. THE MATERIAL REMOVED FROM THE TRAPPING DEVICES MAY BE DISPOSED OF BY SPREADING IT ON SITE OR HAULING IT OFF SITE IF NOT SUITABLE FOR FILL. EROSION AND SEDIMENT CONTROL PROGRAM: PHASE I 1. HOLD PRE CONSTRUCTION MEETING. 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. MUD AND DEBRIS SHALL BE WASHED FROM ALL CONSTRUCTION VEHICLES AND EQUIPMENT AND CONTAINED ON SITE. ALL SEDIMENT LADEN WATER SHALL BE FILTERED BY A TRAPPING DEVICE AS SHOWN ON THE PLAN, 3. CLEAR AND GRUB AREAS NECESSARY FOR INSTALLATION OF PERIMETER DIVERSION DIKES, SILT FENCE, AND SEDIMENT TRAPS. 4. INSTALL AND STABILIZE PERIMETER DIVERSION DIKES, SILT FENCE, AND SEDIMENT TRAPS. PHASE II 1. ROUGH GRADE THE SITE. PERIMETER CONTROLS SHALL REMAIN IN PLACE FOR THE DURATION OF CONSTRUCTION. 2. AFTER ROUGH GRADING THE SITE, CONSTRUCT THE STORM SEWER, INSTALLING INLET AND OUTLET PROTECTION AS THE STORM SEWER IS BUILT. 3. FINE GRADE THE SITE, INSTALL ROADWAY SUB BASE AND BASE PAVING AT PARKING AND ACCESS AREAS. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN SEVEN (7) DAYS IF THE AREA IS TO REMAIN DORMANT FOR MORE THAN (21) DAYS. 4. AFTER APPROVAL BY THE INSPECTOR, REMOVE THE TEMPORARY CONTROL DEVICES AND STABILIZE THE AREAS DISTURBED DURING REMOVAL. NOTE: FREDERICK COUNTY RETAINS THE RIGHT TO ADD TO OR MODIFY THESE EROSION AND SEDIMENT CONTROL MEASURES DURING THE CONSTRUCTION PROCESS, WITHIN REASON, TO ENSURE ADEQUATE PROTECTION OF THE PUBLIC AND THE ENVIRONMENT. TEMPORARY STONE 3.02-1 CONSTRUCTION ENTRANCE �E 70' MIN. 5:1 6" MIN.+ A 0.3 PAVEMENT ISTING FILTER CLOTH - ` l Al SIDE ELEVATION EXISTING GROUND 70' MIN. B I FWASHRACK (OPTIONAL) FILTER CLOTH REINFORCED CONCRETE POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE SECTION A -A SECTION B-B MOUNTABLE BERM (OPTIONAL) 110, MIN. -EXISTING PAVEMENT 10' MIN. 3" MIN. - 3" MIN. DRAIN SPACE OUTLET PROTECTION AIi ado ELAN VItW 3.18-1 PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL i� La 0% f-d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER A A 3do(MIN.) do PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW +-t- La SECTION A -A FILTER CLOTH KEY IN 6"-9 RECOMMENDED RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY EE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. TEMPORARY 3.09-1 DIVERSION DIKE 18" MIN. .:..::.:::: : : SO Ilk... COMPACTED SOIL 1l�i+iRFF�i y'JI� INMN1110111111-mm 4.5' MIN. TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. 150 lbs Low -Maintenance Slope (Steeper than 3: 1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low-maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (lbs./acre) Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug. 31 50/50 Mix of Annual Ryegrass (Lolium multi-florum Cereal (Winter Rye (Secal cereale Anual Ryegrass (Loliium multi-florum) German Millet (Setaria italica) 50 - 100 50 Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1 /4" soil cover. 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. 4--�--t--1 I FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND UTEND IT INTO THE TRENCH. FLOW 4. BACKnLL AND COMPACT THE EXCAVATED SOIL. I1 ,/ EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Wj -' E cL Qo o0 o O CID N 6 (D CA N Ct1 C N N 00 � C Y CD O .� U ,) N CV O O cn 0 Y > `o t,- CV CQ C ca O U o - o E M0CZ0 � E �y C C O X a] 14 < Z L� W Lr) F-- o o O w Q U O � I O O 0 L,J CD U ►� U w 0 w o w o zo�LLJ Q Z �L'1 F--- Cn O [- -, CD w H O LWLJ � z � Q CL S. No. 25704 OA ssl01VAL � r LAN STATUS REVISED REVISED PER COMMENTSFOR SIGNATURE v DATE I DESCRIPTION DLF BCG CSB DESIGN DRAWN CHKD SCALE H AS SHOWN JOB No- 1934-01-001 DATE NOV., 2002 U FILE No. E v 5 SHEET OF 6 ---- - V , Q7Y CJ1i ff f 3j� • d V ..a._. 511. HP= 9 - — - - _ g O %%�%/','/1-- L-LiI 1( i (I i , / _ EC 1 TYP} 9 s� -32 \ _ ,- _ - 18 f _ _18.� ( "' II (J j ' !JI' �� ` 'I 1 I �5' BRL . % -- -:: s _ �- E0• 3L5 t b /N I 4 / 1 N/F I i IV NESTER INDUS.TPIAL PARK L.L. C. I, I ; I I f ,n,l INST. #;600013322 ( T.M. 4- A .--8,�41 �_ ' 44JJ r "I CP i( �� 1 I `� 1 ! m 1 ��1 \i fI/ =--t� IJ E. CO MERCIAL/INDUSTRIAL',.. \ �- I \ , � � 1 ( '� t � Q ulq RIZ 'C'AST � ' i 1 � �fL0 j 86 11 CONCRE)F 1; i i I r IAA i I ! i ! I I I�ASyRACSE� It Olt ` �/ 1 co v X U 1 . ` co p 1 A EC 40 ) �. 'EP cl x i cn j i � 4) i B EX 8 - LP=94 4 y-1" t--m>P41rC�-Ti ---" - -- ----- 'MRAINAGE -- ___ _ 8"-ZaND --� .-8 xb TEE 8" WE LOT FH ASSMBLY N RGR, ' INST # 0< T. M. 64-( ZONE., V, USE i O: 0 �aLn --45'BEND/I, �- No I- m 0 r6 I c FIRE WALL _ 0 C z cn c L O o u O C J u7 C » 7s 8 x8 TEE Q m O rr 2-80G.V. o o L - 1 SECTION 8"PIPE 8°PLUG i CE I r\: 0 z 0 a D r,_ r C T THREE HARDWOOD STAKES PER TREE WITH RUBBER HOSE OVER THE GUY WIRES REMOVE BURLAP, ROPE AND BASKET FROM TO 1/3 OF ROOTBALL 2" SHREDDED HARDWOOD MULCH CUT EDGE OF MULCH RING FINISH GRADE COMPACTED PLANTING SOIL MIX PAD OF PLANTING SOIL MIX 95% COMPACT 12" MIN. TYPICAL EVERGREEN TREE PLANTING DETAIL 1 "X4"X4'-8" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 2'X4'X4' BEAMS, TOE NAIL TO POST i FIRE WALL I - 4'X4" X8' POSTS O m R f E S \ Qr \ 1 `,- (r) _ ..10; 5 s --. , CV `� ! i i� _. \, �•` (` f '' o LIMITS OF DISTURBANCE I �2 2 -I �, \ \ \ .` 1_25" 4'-0" S 03 c EENIN /SECURITY FENCE �g r LIMITS OF STORAGE 2 s c> - NOTES: ) z o 1. PRESERVATIVE STAIN ON ALL WOOD. - 02J COLOR TO MATCH THAT OF BLDG. P , % + I �, ; / ' ?\ m , 2. FINISHED SIDE OF FENCE SHALL FACE 1�110 �� 02 1 02 02 03 0 65.2' ! 1I ADJOINING PROPERTY, IF APPLICABLE. f x x i I( � a BUILDING 4 u O � _- 03 ! — -- w COMPACTED GRAVEL _ SCREENING/ GURITY E C FF=102.37 FF=103.04 FF=103.71 I J f O 02 O 02 02 02W�0325/ 0 0 v � . _oU.ARDs/ SCREENING FENCE INOT TO SCALE s2 02 +J'. �690'RBD D(4, FIRE WALL I j i 02 0 03 03 0404 0 - w r BUILDING 3 Pot FF=102.86 FF=103.53 FF=104.18 I \ x,3 PERT ` i o ` 02 03 03�'04R04 91 — O cn 40 Q m l \� ` ` I, j Ov > d OIL x I o Q m. BUFFER AND SCREENING: O cq �C 1 ` > 03 03 04� 04 p3 II IQ 02 I -, —Zf o Via' PARCEL 64-A-81 A Q I z BUILDING 2 f ':1" ( N PC�� ; FF=102.84 FF=103.43 FF-104.16 ii REQUIRED: INACTIVE ACTIVE SCREENING _ _ _ W '01 - 020 03 03 04 03 8 , FRONT: 75 25 SCREENING FENCE & LANDSCAPING 260.6' To 0.W� f ! EAST SIDE: -75' -25' FULL 1 N �O I WEST SIDE: SCREENING FENCE & LANDSCAPING 1, W z � j 2 03 3 04� 04� 03 x I ! BACK: --- --- SCREENING FENCE & LANDSCAPING ti I40I PROVIDED INACTIVE ACTIVE SCREENING O ! BUILDING 1 SCREENING/SECURITY FIE CE k i� `� ' SCREENING/SEC ` / FRONT: 75 25' SCREENING FENCE & LANDSCAPING _� EAST SIDE: --- 324' FULL FF=102.84 FF=103.51 FF=104.16 i �, = = - - ; T ------ - - - - 2 ACTIVE \�Q`._ WEST SIDE. - - SCREENING FENCE & LANDSCAPING x BACK: - - - - - - SCREENING FENCE & LANDSCAPING 0 03 ,� \\ 75 INACTI 0 039707 25' BRIL - SCREENING FENCE— `VE / 011 ,-, ,'\ 02� 02AS X x 1 LIMITS OF DISTURBANCE SCREENING/SECURITY'1FENCE ,r , NIF - AWRENCH P. & ASPACIA COVERSTONE INST # 020012885 i TM. 64- ((A))- 82 O z I \ ZONE. RA u o USE: VACANT �n zWz 1, LANDSCAPE SCHEDULE: ABR. QTY. BOTANICAL NAME COMMON NAME SM 8 Acer sacharinum SUGAR MAPLE WP 54 Pinus Strobus WHITE PINE LANDSCAPE PLANTING TABULATIONS: PERIMETER PARKING LOT PLANTINGS: REQUIRED: 1 TREE PER 40 LF OF PARKING 288 LF / 40 LF = 8 REQUIRED PLANTINGS: 5 TREES PROPOSED PLANTINGS: 8 TREES NTERIOR PARKING LOT PLANTINGS: REQUIRED: 2 TREES (1 TREE PER 10 PARKING SPACES) TOTAL PARKING WITHIN PARKING LOT: 16 SPACES PROPOSED INTERIOR PLANTINGS: 8 TREES 2" CAL. AS SHOWN 6' HEIGHT AS SHOWN 0 50 0 50 100 MINI GRAPHIC SCALE 1 " = 50' CG-6 CURB (T NOT TO SCALE 2" R �.. 7L A P m P "p" ".. 2•„y.. THS AREA MAY BE CONCRETE Al TFt OPTION OF THE CCINTRACTOR DOUBLE STRA GALVANIZED 1 SURVEYORS F TURNBUCKLE REMOVE BURL 1/3 OF R001 TAMP OR WA1 MIXTURE AT 1 INTERVALS, W WHEN HOLE I 150mm MIN. AND BOTTOM NOTES- 1. THS ITEM MAY BE PRECAST OR CAST IN PLACE, 2, CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4DOO P54IF PRECAST, . COMBINATION CURB & GUTTER HAVING A RADIUS C' 300 FEET OR LESS t.A ONC FACE OF C,URB1 SHALL 8C PAID FOR AS RADIAL COMOZ6ATION CURB 1i GUTTER, 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LACER, TPA BOTTOM OF 'IHE, CU 3 ARID GUTTER BE CONSTRUCTED PARALLEL TO THE SLOPF* SUBISASE COURSES AND TO THE DEPTH OF TFX PAVEMENT, 5, TICS CURS MAY BE USED WHEN DESIGN SPEED 6 40 MPH OR LESS ON RJURAL HIGIiWAYS NO 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREA& IF THESE. DESIGN SPEEDS ARE EXCEEOED STANDARD CG-7 PS REQUIRED, 7O r" _ o TItE BOTTOM OF TIC: CJRO AND GUTTER MAY BE cCNs'rRUCTED PARAILLEL TO THE SLOPE OF SUHDASE COURSES PROVIDED A - VOO" DEPTH Of ?" IS MAIN IXNEO, DECIDUOUS TREE WITH TYPICAL GUYING cV z 12 (I° J E a o 0 N m m — C3 0) m N 7 N .� N c Y > cmO cal ca O U Um C0 a`� ELn c m 1D cu a ca a v o cz E 3 cuj m GARDEN HOSE 15mm DIA. MIN. m N 200mm MULCH 80mm EARTH BERM TO FORM SAUCER z_ LOSSEN SUBSOIL AT O U BOTTOM OF EXCAVATIION 1_� y TO 150mm MIN. DEPTH, TAMP. p__-1 w 1.5" SM-12.5A SURFACE COURSE HEAVY 4" BM-25.0 BASE COURSE PAVEMENT i{� zt : 8" SUBBASE VDOT STD. GR-21 A SECTION I '' COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) 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. PVMTSECT TYPICAL HEAVY PAVEMENT SECTION NOT TO SCALE LIGHT / 1.5" SM-12.5A SURFACE COURSE PAVEMENT; J , ;7r. - ; �.,�, ,,�{, ,t , . '+ � 8" SUBBASE VDOT STD. GR-21 A COMPACTED SUBGRADE SECTION (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) 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. PVMTSECT TYPICAL LIGHT PAVEMENT SECTION NOT TO SCALE v ~ C/) Q �D O w U C:)U � Q U O LLJ w U O � W 0-1 � o z IrT�I U_ z cf) w Q Q rY U ) C: � , E ' V1 U Q I � � � O Li � z cn TH F �j L) CL US S. BADER No.025704 63 I NA PLAN STATUS 02 04 03 REVISED 03 26 03 REVISED PER COMMENTS 05/05/03 REV PER FRED. CO. PLAN. o 06/02/03 REV PER FRED. CO. PLAN. 06/30/03 FOR SIGNATURE 07/15/03 REV PER FRED. CO. PLAN. c 0 DATE DESCRIPTION DLF BCG CSB DESIGN DRAWN CHKD SCALE v: AS SHOWN JOB No. 1934-01 -001 DATE NOV., 2002 FILE No. 0 6 OF 6 SHEET 0