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Home My WebLink About34-03 Kraft Foods Parking Lot Expansion - Stonewall - BackfilePROJECT LOCATION " FREDERICK COUNTY / v � V I R G I N I A 220 Park tenter Drive Winchester, VA '22 2603 Phone: (540) 678-0442 .!%-,,.,ITE PLAN FOR KRAFT FOODS COUNTY, VIRGINIA INllEX OF DRAWINGS DESCRIPTION DRAWING NO. NOTES AND LEGEND........................................................C-1 EXISTING SITE CONDITIONS..........................................C-2 SITEPLAN....................................................................... C - 3 SITE GRADING AND E&SC PLAN .................................. C-4 STORMPROFILES............................................................ C - 5 CONSTRUCTION DETAILS ................................................ C - 6 EROSION & SEDIMENT CONTROL DETAILS ... ........... ..... C-7 VICINITY MAP 1 " = 2000' Rev. 04/19/2000 Rev. 04/29/2000 Rev. 05/03/2000 Approved by the Zoning; Administrator Zoning Administrator Sign ure Note: Site plan is valid for 5 years from the date of approval. APPROVED CII�IIII� E�i��TEE�v Z"61 ENC31NEERINC37 I C. Cj 971 Acorn Drive Harrisonburg, VA 22802 Phone: (540) 434-4135 0 N GENERAL NOTES 1. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and all other improvements shown or implied as necessary. Unless otherwise noted, specifications for all work will be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation. Virginia Department of Health. County of Frederick, and the contract documents. 2. Any discrepancies found between the drawings and specifications, and site conditions or any inconsistencies or ambiguities in drawings or specifications shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities. without clarification from the engineer of record. shall be done at the contractor's risk. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. Forty-eight (48) hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Geotechnical Engineer / Owner. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials. soil stockpiles, etc. 8. Refer to architectural drawings for exact building dimensions. CONSTRUCTION NOTES EARTHWORK NOTES: 1. All materials used for fill or back -fill shall be free of wood. roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 2. Satisfactory material for use as fill for public streets include materials classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM, SC, ML and CL groups. The moisture content shall be controlled within plus or minus 2 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH. MH. OL, OH, and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the Geotechnical Report and upon approval from VDOT. Soils shall have a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have a plasticity index less than 17. 3. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum density as determined by the standard proctor test as set out in ASTM Standard D-698. The contractor shall, prior to any operations involving filling or back --filling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the project. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representing the laboratory. 4. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 5. Embankment fill and trench back -fill shall be placed in lifts at a maximum uncompacted depth of 8 inches and 6 inches, respectively. Density tests shall be conducted at the following minimum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of lift. (b) back -fill around structures and in trenches: one test per lift per 500 linear feet of trench. 6. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all regulatory agencies. VDOT GENERAL NOTES: 1. 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 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 govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety and Health Administration and VOSH Rules and Regulations. 3. 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 VDOT's January, 1994 (or latest edition of) Road and Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work. Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. 6. If required by the local VDOT Residency Office, a preconstruction 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. 7. 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. 8. 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. Sec. 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. SITE PLAN NOTES: 1. Parcel area: 30.00 acres 2. Zoning: M-1 3. Use: Manufacturing 4. Property Identification #: 54 ((A)) 36H and 36G 5. Magisterial District: Stonewall 6. Building Setbacks: Front= 75' S i de= 25' Rear= 25' 7. Building Area= Proposed: 9,371 sq. ft. (Per Site Development Plan #50-99) Proposed: 8,727 sq. ff. (per Site Development Plan #52-99) Proposed: 2.312 sq. ft. (per Site Development Plan #54-99) Proposed: 2.560 sq, ft. (per this plan) Existing: 219,298 sq. ft. 8. F.A.R.= 9,371 sq. ft. (per Site Development Plan #50-99) + 8,727 sq. ft. (per Site Development Plan t"52-99) + 2,312 sq. ft (per Site Development Plan #54-99) + 2.560 sq. ft. (per this plan) + 219,298 (existing)/30.00 acres*43,560 sq. ft. =242,268/19306,800=0.185 9. Sight Distances = The posted speed limit on West Brooke Road is 35 M.P.H. Sight Distance on West Brooke Road is equal to or greater than 350 feet at the proposed entrance location. The posted speed limit on Park Center Drive is 35 M.P.H. Sight Distance on Park Center Drive is equal to or greater than 350 feet at each existing entrance location. 10. Trip generation traffic volume = 840 vehicles per day ABBREVIATIONS C/L OR CL CENTERLINE CONC. CONCRETE DIA. DIAMETER EG EXISTING GAS EL. ELEVATION ESMT. EASEMENT EW EXISTING WATER EX. EXISTING F.E. FOUNDATION ELEVATION F.E.S. FLARED END SECTION F.H. or F/HYD FIRE HYDRANT FL FIRE LINE F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE HORIZ. HORIZONTAL INV. INVERT LAT. LATERAL LT. LEFT M/H MANHOLE MIN. MINIMUM NE NORTH EAST NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTOPN P.T. POINT OF TANGENT PVC POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS R.D. ROOF DRAIN RT. RIGHT SAN. SEW. or S SANITARY SEWER SEW. SEWER ST'D STANDARD STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST TPD TRIPS PER DAY VERT. VERTICAL W/L WATERLINE X-ING CROSSING EXISTING PROPOSED ROADS ............. ROAD CENTERLINE CURB CURB TAPER • SIDEWALKS BUILDINGS FENCE 0 DECIDUOUS TREE CONIFEROUS TREE 10 CONIFEROUS SHRUB PROPERTY LINE E------7 STORM SEWER - - 2900 - - ------2898---- 2i✓ '6. 3 2900 INDEX CONTOUR gene INTERMEDIATE CONTOUR SPOT ELEVATION 2e93.6� ------------ LIMITS OF CLEARING AND/OR GRADING PARKING SPACES REOU/REO FOR MANUFACTURING SPACE PER THE FREOER/CK COUNTY Z01V//VG ORD/NA/VCE ARE AS FOLLOWS: 3 PARKING SPACES PER 4 EMPLOYEES ON THE MAX/MUM WORK//VG SHIFT. NUMBER OF EMPLOYEES ON THE MAX/MUM WORKING SHIFT (EXIST//VG.) PER KRAFT FOODS - //4 (228 DURING SHIFT OVERLAPS.) ACCORDING 7-0 KRAFT FOODS THE ADDITION TO THIS MA/V UFACT UR/ NG SPACE WILL NOT ADO ANY EMPLOYEES PER WORKI /V G SH/FT TOTAL NUMBER OF EMPLOYEES PER WORK//VG SH/FT (EXIST/NG-P)ROPOSEO.)-//4 (228 OURI/VG SH/FT OVERLAPS.) NUMBER OF PARK//VG SPACES REOU/RED FOR MA/VU/FACTURING - 86 (/72 DURING SHIFT OVERLA)=S.) PARKING SPACES REOU/RED FOR OFFICE SPACE PER THE )"HEOER/CK COUNTY ZON//VG ORD//VA/VCE ARE AS FOLLOWS: / PARK//VG SPACE PER 25O SO. F'T. OF FLOOR AREA EXISTING OFFICE AREA - /0.272 SO. FT. PROPOSEO OFFICE AREA (PER SITE DEVELOPMENT PLAN 4*50-99.) - 9.37/ SO. FT. TOTAL OFFICE AREA - /9.643 SO. FT./250 SO. FT. - 79 SPACES TOTAL PARKING REOU/REO - /65 SPACES (25/ OUR//VG SH/FT OVERLAPS.) TOTAL PARKING PR0V/DE0 - 29/ SPACES TOTAL HANG/CAP SPACES REOU/RED - 7. I VAN ACCESSIBLE (PER AOA.) TOTAL HANO/CAP SPACES PROV/DED - 8. I VAN ACCESS/BLE 1=L00/-T A) EAS EXISTING MANUFACTURING - (-/-)209.026 SO. FT. PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN 4`52-99)- (-/-)8,727 SO. FT. PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN 4w54-99)- SO. FT. EXISTING OFFICE SPACE - (-/-)I0,272 SO. FT. PROPOSED OFFICE SPACE (PER SITE DEVELOPMENT PLAN 4*50-99>- (-/-)9,37/ SO. FT. GROSS FLOOR AREA - (-/-)239,708 SO. FT. PROPOSED OUTDOOR EMPLOYEE BREAK AREA (PER SITE DEVELOPMENT PLAN 4'50-99)- SO. FT. PROPOSED WAREHOUSE EXPANSION (PER THIS PLAN) - <-/->2,560 SO. FT. TOTAL FLOOR AREA - (-/-)243,602 SO. FT. ML:ql TRIAD ENGINEERING, INC. HARRISONBURG. VIRGINIA u 8 ,3iq m n E E " H c u ® g E V E > a � o o o ~ o g m _ CL LL 0- 0 U O O v `t * O CV O 1 O C cV F- a� ,� z o w o � v � O 0 O U a U (n _0 ° 3 Y Y � rn tY p � U n U U Z w 0 a Z Z ° a; z U �- It >3` LJJ = o W 0~ 0a ^ .•gym Z Ld Wg� ° UQ L1.J 39 CD Z >TS 0� / Y JOEINSON P- 'c� � _7 �l®NAL Eli' PROFESSIONAL SEAL - Q = Z_ Z ILL LJJ z> 0 w V) 0® L L1 ®Qz>- _J 00<z LL D Q �V)w® Z QIn W <JV)Y Q Yo::)U U0� Lf) = LLJ Ld W ® �- Q0� 0 3: LL_ Z Drawing Number: C - I T 0 L TRIAD ENGINEERING, INC. IRETAIL ZONED M-1 VACANT 1 43 IIA)) 35 RETAIL DENSE TREES d BRUSH RETAIL \�'� � � ZONED B-3 ' ZONED B-3 ZONED B-2 I 54 ((A)) 85 �� \ \ \ I 43 ((1) A 1 1 --i _ ------------------------------------54 (l A )) 84---------n------------------------------------------ ------------------------------- � --\- --- — -� - ------------------- - --------- ------------ I\ -- I I — — — — — — — — �--- -------------------------- -- _-___- __-__-- R R= STA.TA.INT8+89.29 ----------------------------------------------------------------`-------------------------------------------------------------------------------N-47• 22' 23" E 801.OSr---------------------------------------------------------------------------------------------------------- --- iLl ------------------------------------------'------------------------- ---- ' 25' BUILDING SETBACK�---------------------------------------- r--------- �-- \------------------------25 BUILDING SETBACK --------------------------------------. \ _ --___ A KIT WALL I p Lp a)I I ;I 11 I CHILLER DIKE ( I I I I 11 PAD FRUCTOSE I I ^ \ U dI I TANKS I I I I I I Z i RESIN SILO � I , PAD SPILL BASIN \ I ..{� r I I I I I I I I I I I I I I I I I I I I I I I I I \--i�l---------- �----- I--j�-----�---- �i1-U�� LLI��J_LU_l_1_LL_� I_��LU— EXISTING PROPERTY I /1 I II I , ; I LIVE TO BE VACATED l------� --• ----�------ I I'-----------�I I I I I ' --------------- __ ■ I- - - _ _ _Mv IL r—ti -r T T-1-T �- Y- T r1 1- T T - i _ _ 1 E------------------------ _--- = ----f --=-I--L-=-L--I---I-�-��- -z:: z: I -- --- II r- - i ----- - n --- tIr------- --- - - - T �_- I I ------- II I --- 1=-----------�-----I� I I�---- �- -----C�_I_C7=L= G3_L�-T-rZJ L---------P9-� --- - 1--� I — — — — — — — — — — — - - � r ------- ~J- �r-1-T-r I( �l I\ I�f— j I , II I I I I I I I I I I I ► I I I I I, ; \ I , �1__ —� i� I—� I( � I I I I I I I I I I I I ► I I I � , ! \ I � j 1 VACANT ZONED M-1 i II L-i I I II I 43 (IA)) 36 vI I F HIS PLAN SHEET SITE ORIENTATION _ONLY_ COLD lii I I ii �• U L -L L �I_1 � J_ L I.._.l _1 � L U.__l 1 J_ I �! I � i j I Nt I II I ---- / I ' I --- I Nol III ,T-----, Pf?OPOSEO BUILD//VG I --- `�—�J�--J', I II IL — —.I I I ADO/T/OIV.REFER I I---�---- -- 1---�---- - i I II TO S/TE OEVELOPME/VT r----- II j I II IL---- 1 ( I PLAN �`50-99 ---I --- --- I---- --- I --- --�� a STORAGE ;w ! _ III �_ -_--- --� i I i (z II I I I --- --- I ------�---- I --9 WAREHOUSE EXPANSION i" r III I I -------4--- -- -------�---- -- ; II N (SEE SHEET C-3) { MANUFACTURING. STORAGE AND OFFICE BUILDING P III II� I �� —�_� �_� 11 q' II I VACANT ZONED M-1 54 ((A)) 36G (OWNED BY KRAFT GENERAL FOODS) - 75'_BUILDING SETBACK - - - - - - - - - - - BUILDINGOHEIGHT�ESS THAN 60'_� _ell J FLOOR AREA=219.298 S0. FT. I - - - - - II L— -J--- -J------I---- - I I MANUFACTURING , I -0 54 ((A)) 36H --- --- --- --- --- --_ --- i I ZONED M-1 i � I -1---- �- �---- I \II I ► I i I ------�---- --- i-------�---- I I o A M I I I op ---== -�--- -J---- -�---- -- oM< 31 I -r ------�-------1---- , VE_ I I 1 I =� L-=r=� �> i -------;-------�---- --- ---- ---� I 1 '' � I J ow I I --J------�-------J --� , I PROPOSED BUILD//VG o I I I I I I I II A00/T/O/V. REFER PROPOSED BUILD11VO TO SITE 0EVELOI=ME/V-F ADO/TIO/V. REFER I ' I EX. 2 -4" CONDUIT----- 'I rPLAN ""54-99 TO S/TE OEVELOPMEVT I II n I II II I II I II II I uG N PLAM 4*52-99 I I I I --1----------------- 1-J--1 I I I I I I I I I I I I I I I I I I I I I I I I I I II II II II — —i I d1I__-- I --J---- ------ - - o� -�--- -� .� t rn 1 , i L----------- I ; I I 1 ml I I 1 75' BUILDING SETBACK ' L---------- _____________________________________________--- I `I I ' //7 R--50.00, / A31 .68' �I I � I II I MANUFACTURING I ZONED M-1 43 ((A)) 36L II ( ;I 1 II I ;I I II 1 ;I I II I ;I II 1 ;I I II I ;I 1 11 I ;I I 11 1 ;I I II - '--------------------------------------5_47__ 22 _ 23_ W__ 1042_17---------------�-- ----------------------� -----fit-- - - ------------------------------------------------------------------------------------------------------------------------------------------------------ \�� _ _ _ ------------------------------ __� — — — — — — — — — — — — — — — - - WEST BROOKE RQAD (ROUTE 1320) I I POSTED S EED 35 M.P.H. I 1 EX' 2-4 "-"' '' CONDUIT I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — —---------------1III---------------------------------------------- — — — — — — — — — — — — — — — - - - - -- -----------------------------------------------------------------------------------------I ----- '-----------------------------------------------------------------------------------+- \f- I- ------------------------------------------------------------------------------------------------------------------------------------------------1 1-----------------��------------,---------- i -------------------------------------------------------------------------- /%\ VACANTZONED M-154 20' SAN. ((A)) 36A 1 \ I I SEW. ESM'T. I I I I I $ 8 8 0 m E E i H p c 0 O c p 0 a 0 4 0 u r u 2 > -0 o If c rn v N O 0 UIt O O O � N � „ N _ O O o 0 0 7) 0 � 0 �00 c c v Y v �c � o _c 0 U • U z �LTH of rj �sIDNAL E1� PROFESSIONAL SEAL V Z O _Q = z F- z � o � Q i%�i O o1cn�, � U 00<z�~ ��xo W W U L� o ~ — Q <--JVY V) � Y�OLd VL� r ^ Q Q wo Z Q:f LLJ Q _ f— 0 U �o x w ao i u Drawing L Number: C-2 0 �U v 0 NOTES: lJ MAX/MUM BUILDING HEIGHT FOR ZONING DISTRICT M-1 IS 60' PER SECTION 165-83A OF THE FREDERICK COUNTY ZONING ORDINANCE. THE HEIGHT OF THE PROPOSED BUILDING /S LESS THAN 60'. 2J CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UT/LIT/ES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. 3J ROOF RUN-OFF SHALL BE CONVEYED AWAY FROM THE BUILDING EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS OR TIED DIRECTLY TO EXISTING STORM DRAINAGE SYSTEM. THIS WORK SHALL BE COORDINATED DIRECTLY WITH OWNER,WITH ADDITIONAL PLAN INFORMATION PROVIDED AS NECESSARY BY ENGINEER. 4J BUILDING SETBACK REQUIREMENTS /N ZONING DISTRICT M-I PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: -FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS = 75' -FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS - 75' -SIDE YARD SETBACK - 25' -REAR YARD SETBACK - 25' 5J BUILDING SETBACKS PROVIDED: -SIDE YARD BUILDING SETBACK PROVIDED TO THE WEST- 702.0' -FRONT YARD BUILDING SETBACK PROVIDED TO THE SOUTH - 83.5' -ADDITIONAL SIDE YARD BUILDING SETBACKS - N/A -REAR YARD SETBACKS -NIA 6J ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM WITH THE STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE. 7J NO OUTDOOR STORAGE /S PROPOSED WITH THIS ADDITION. 8J THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES. 9J REFER TO ARCHITECTURAL DRAWINGS FOR OUTDOOR LIGHTING FIXTURE TYPES AND LOCATIONS. lOJ CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION & DEPTH OF EXISTING FIRE MAIN. CONTRACTOR SHALL LOWER EXISTING FIRE MAIN BETWEEN PJ.V. AND NEW FIRE LINE LOCATION, AS REQUIRED, TO MAINTAIN MIN. COVER PER LOCAL CODE. D D I• D D D ! D ! D D ! D D • D ! D D , D , D ---t----- a�- ------------------------- (2) 5/.9 L.F.33" CLASS V RCP I � 0" fi - INV /N-68/.45 I INV OUT-680.9/ I J i ST'D VDCT ST'D I VDOT '�' EW-6 W/TH I EW-6I WITH WING WALLS I WING IrWALLS I T.O.W.-68524 I T.O.IN.-�85.67 I I C I I PROPOSED I I I ST'D VDOT I I I I I EW-2PC I I R-35' I I I / o I I l / C1 ; PROPOSED 48" rcp / I ST'D VDOT Inv'=68 . \ i GR-2 (T YP.) R-35' 8 L.F. EXTENSION OF EXISTING 48" RCP I I I I , I I I I ------------ r-------------- - - - - - - -�- I I I I I SCALE /" = 20- 1 NV. =690.34 �\ i(STONE CULVERT) MILEAGE POST SIGN - - _ EDGE - OF- GRAVEL -----------------------------'----------------------------------------------- - ---- ------- ------------------------------- - = _ I EDGE OF GRAVEL - - - - - - - _EDGE OF GRAVEL ----------------------------------------------------------------------------------�X-- ---------- -�- -_ -$F - _ --•�_-='��--__ -------------------- -- -- ----------------------------- -_ ------------------------- ---- -_ II '-- BRAD BARB WIRE I - INV.-693.17 FENCE_112" RCP) - - 1 I (30" RCP) FETY LINES `------------T„��_ EDGE _ - - - - _ _ _ _ EDGE OF GRAVEL EXTEND EXISTING i `\O�RAVE( -_----------- -- _ _ _ - ------ i /1 `• �� -- METAL-CONC. -------- I .30" RCP /2' AT I all BUILDING PAD SAME GRADEAL 11 s = I �p METAL STAIRS 1 i N11 D.I. TOP=696.44 d PLATFORM �Tp ATFORMS r ^b INV. IN-692.28(12" RCP) TOP-708.96 TOP=709.03 RETAINING INV.OUT�88.69(12" RCP) WALL CO ' STAIR I H D.1. TOP=689.39 j M INV.IN=-686.26(6" PVC) // INV.IN=686.31(10" PVC) INV.IN=686.48(12" RCP) EXISTING I ----_- __ INV.OUT�86.18(15" RCP) I PROPERTY 1 torm rth o 1 top=689 07 -1 ________________________ LINE TO I I I t nv. t n-683.51 -" ---- EX. BUILDING LINE p•I BE 'VACATED ; N;y tnv. ou+�a3.5G top�89r68e INN 12" in=684.67(RR) INV 1 I �_----- 12" in=684.60 INV II RAMP CANOPY 10" In=i85.09 INV I I = = _ _ 21" out=684.57 ; I! II CONC. PAD I I I II PLANT GRAVEL ! III NORTH PARKING I AREA z I II ' I I �- TRAILER � QI I III I II I TRAILER woven wire fence _ = ILTRAILER TRANSFORMER PAD i II L- 1w II c 1 ELECTRICAL Icr I 1 PANEL BOX 1 1 m I APPROXIMATE LOCATION OF ii I 1 1 Iz F. F. =69 0. 0 N I /5' WIDE GRAVEL CONSTRUCTION ROAD GRAVEL X 1 /0' WIDE I �( II GRAVEL I I Iw HEAVY DUTYII I I I CONCRETE PAD FOR LANDING I GEAR OF TRAILER,.,, i i L 1 II 1 SEE STRUCTURAL DRAWINGS I R� 77- i i - j I FOR 2�TING DETAILS c RCP STORM LINE EXIST I I I I � I s /75 ' I I PROPOSED BUILDING X I ST (AST FANS I J I ADDITION. REFER TO WATER VALVES PROPOSED I SITE DEVELOPMENT TO BE RE LOCATED ASPHALT I I I PLAN 4*54-99 SAN. MH TOP-685.79 II AS SHOWN TRAILER O I I I It-CONC. PAD INV.IN-679.29(4" PVC) PARKING I I 84(6" Pvc) INV.1N�i79.14(6" PVC) INV.OUT�i78.92(10" PVC) cl ROOF DRAIN 1 '' t. h. I I I c MIN. lA% INV. /-683.46 r� n RELOCATED FIRE HYDRANT I ; R" sTM MH TOP=685.94 ❑ I & WATER VALVES (BOLLARDS 0' N I I INV.IN-680.75(12" PVC) TO BE PLACED AROUND HYD. I _ _ _ _ INV. IN-680.65(12" PVC) _ INV.OUT-680.56(12" PVC) SEE DETAIL SHEET C-6I I storm m/h TRENCH DRAIN M.J. CONC. STEPS �• I16-11 45' 21�tn�6o•02 II ' w/ 4" PVC 1 // a� M MH INV. �OU =687� 24" in=680.96 II 2" N -685.68 I PVC) �CONC I I I! 24" outi80.81 I I PROPOSED 12" PVC) I 11 r•I� - �+ TOP OF SILO T` 2O SOFT. - .D5-------- 1 r.,. ELEV=687 +/- Qc: II �• E.P. .. ,, /�.... WAREHOUSE 111 1-8"x8"x8"TEE { �' {.''�::`�!i+' I nll °ll BOLLARDS(4) l 8' GATE VALVE '� G' I EXPANSION u wi 1 ':Qa'til f,P E' i �a; EXTEND WATER LINE ;�; Jj ��••.. % 'kr "u m I V•' I C ^b ASPHALT ONE PIPE JOINT '• i�' ,` '` }}.��r.� JJ `�� TOP=i85.33 TEE . L►!l'JA: /•,�:•tv I 11 SAN. PAST T ;�!' '�I:' ( II 11 INY.IN17.74(10 PVC) fl INV.OUTb677.68( PVC) r i,• Ik: I ll 1 702 ► . .' W .'• . d. rid. EX. BU4L1kiNG LINE .d. J !I RAMP - �-I� - s-- - - JL� 75" BUILDING SETBACK RELOCATE EXIST. - _ I po e I I /�w. V. ra I I qht ) F.H. - wATE LIGHT POLES AND I fight Pole,--- 4O' I I �� P. I. �� Dole J II PEDE TAL Ia with guy LIGHT N N POLE FLOW TER w mI U/G WIRING wire l i I I I I I a'_ro� I 1r' pvo °1 BOX w/ CONC1 Inv.-679.85 11 AS NECESSARY � ham, _ = _ - � = _ _ , � " pvc PAC) ' I ! I I I I I Inv.=680.50 10" pvc INV.d►78.30 - - - - - - - - - - - - - o I stor m/h 24" rcD 1 "pvc inv.i80.44 REMOVE EXIST. I m ! I i I I Zap 1 356so. 34 i nv. Leo. zz Inv. �80. 36 n I /2" RCP ) j I i I / 24" t_i80.32 t1h 2' ADS N-l2 ROOF DRAIN NV. 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Z W 21 w � w Zw J � V � Lj C) Q op 1 IDNAL E PROFESSIONAL SEAL - Q = Z z W o > cn Z � >- 00:fZ� Q UQ n D n LL ��w0 Qowv W �- r1J�Y Up- Ui Li W 0 Q �LL_ 0 0 m 0 Drawing L 0 Number: 0 C-3 U N 0 L TRIAD ENGINEERING, INC. DETAIL SCALE /" .ASPHALT k Iq F=AV//VG ALTERNATE SCALE /" - 50' CID M a 0 0 n0 INV. i90.34 (STONE CULVERT) ` MILEAGE BRUSH \ 1^�POST SIGN _ \ --- --------------------------= Y "--------------_______ - --- _ _- It--700-----�-_-� ---- bB0E�F6RI�Vi4-i-_-- _ a-------T - •---77tZ _ _ _ _ _ _ If,_l _ ` -- -700- \ - -- 8-------- I --- �\ - -7- O�0AUL-- - - - -�698 \ -- EDGE OF GRAVEL E --i--- F GRAVEL _-_'�� \\ \ ��' ��,� \\ / o , --- --- ��- -\ \\� \\� INV .� N--696 - C t a u e ' FENCE - _ _ _ _ - _ \ � \ / (T2� R P) BRUSH u a s -- i' TREES Y `\q \ u�=.�- �69 p o - T �S 9 d u � u X693.1 / 691.1 16\ 9.314 ETY _1 \ - ---GENE GRJ[El__- - - - - --------- �Rqy --- 18" honey locust / / I _---------------- --- METAL CONC. ( BUILDING PAD ll 700� // �i' �i' a --\ J/ ��:�•a��r:. T -- NORTH AMER/CAN �' ' I I ( / / �� METAL STAIRS METAL STAIRS / � ' !/ D.I. TOP�96.44 d PLATFORM d PLATFORM TAINT i- - - - 6" I I I // ' RETAINING E WALLING CONC. -� I / / i ^ll INV.IN-692.28(12" RCP) TOP-708.96 i I I / � TOP=709.03 quad GREEN P300/V :: � � I / � � /, [NV.OUT�i88.69(12" RCP) n -- --- -- !1 STAIR: mulberry X693.2 <SEE OET L 0. 1. TOP�89.39 It v66P SHEET C-6> INV.IN�86.3(0"PVC) I I�INV.IN=686.48(12" RCP) XIIVI G I 692.4 W_25� (.': 1 I I / INV.OUT=686.18(15" RCP) -� } 1 II I X69 .3 // / 4 // 21" rcp - - = 12_rcp � 1 I 1 1 I rZZ - _ _ 2 4" I 10" Osage Li O O ----r C_-P -1-_- orange \ I 1 1 I 1 I 1 11 \I all Corm mh oN O v N -------- -- - \ /. 1 1 1 I top=689.07 N I \\1 'A691. ` 1 II i I I li / �I tnv. In=683.51 I- --------------- EX. BUILDING LINE --------- � p 0 X693.0 ` 1 / II . / II inv• out=683.50 storm grate D. I 1Ln 2p�N U 1n=684.67(RR) INV l 1 I I I I 11 � \ \ 1 1I11l1I I]I I � 12" in=684.60 INV 34 14" honeyIocust _fiA►AIOIANOPY O �0 6 t01n 65.09 03 4 1 II 21" out�84.57 o 0 �0 X693.0 1 CONC. PAD 0 U>80.32f. (n r 'H _ X693.4 \\� '� I 1 1\ III 11 11 � � •I I �I � � � .� - - - - - - - - *692.9 'I 1 II \ 11 II I I I II ate) m c -7. PLANT Q 7) V GRAVEL NORTH V) N II ■ \I \ \I II I I I I I II wrwr,---7 pp U I X ' \ I I I I III IAREA 692.6 ` II \ \I II�- I I • II 688.E 1689 7 Z I I I I III ------ -- -- -- 1 \ \ X693 0 \ 11 I I� I II I TRAILER ( ush 1�\\ \ \1 II Y2 I ) i !I I I Ir\�i TRAILER I I yvoven wire fence 0.8 brush X692.3 \ / \\�1 I II II I1/\I I I I111 IL' TRAILERI I TRANSFORMER - I Xl brush 111 I I I PAD z Q !r I 6 1 \ I I I I I �1 _ X688.9 Iw z> 1 �-{ ELECTRICAL Fh ons x I,1 ` PANEL BOX z I�-� t II x1B8.21 X691.0 I r 1 I 18" Osage / - r� . "� f.:::1; :;'1.:: �I I W orange % �- I...::I. ' :' :il';. (.. !, r Z m 0 > r(f I w VV)i I • •'.•:�":,j:.'+.' I III I I I J W *� �� :�;.''•,' \ ; I I J ( I I X688.6 X689.3I 0 w a ,�► .:.:�:::: ' \\ R /4 I _ _ - - I F . F . =6 9 0. 0 z ry \ III , I iG-RAVE-L688J2 I =\r1t mx i� Ni ow .7 Z WowUj GRVEL I 0 vi ca i .:. •:.:' \\ \\ I i i I X689.4 I I l 1 3 \ 92.6 \ •\ 1 \\ \ \\\) I II \ I L - - +• i \ II X689.3 1.7 Ix I \ - I �� I X689.4 / 11\\l ��. \\ �I 1 I0 0 � X689.7 \ \ I IAI SAN. MH TOP-685.79 \ \ \ \ \ \ I I CONC. PAD 1NV.IN679.29(4" PVCI 708.7 INV.IN=679.84(6" PVC) INV.INi79.14(6" PVC) N \ i X689.3 ( INV. OUT=678.92(10" PVC) STM. MH TOP=685.89 n INV.IN-679.83(15" DIP) f \ \ \ \ I \ .h. )(689.4 I INV.IN=i80.29(10" I PVC) \ \\ \\ \ \\ \ 1 I I '• III I I STM MH TOP=685.94 13 INV.IN=680.16(10" PVC) EX' � \ \ \ \ \\ \ 1 I I N INV. INm680. 75(12" PVC) INV.OUT=677.51 (15" RCP) IpNAL I \ \ \ 1 1 I I I I x PVC)--------- ' � [NV.IN�'i80.65(12" PVC) INV OUT-680 56(12 \ \ \ I 1 1 I I X68 .8 I X6 8624 1 I, I 9p _ .5 sss star 1 rt✓IY ^� CONC. EPS TRENCH DRAIN _ w _ _ _ _ _ _ _ _ _ 1` PROFESSIONAL SEAL \ 1 I I \ \ 88L 01 W/ 4" PVC I I ��STR Talf'T77P`-685.55- - i 1.02 1 1I/ I I INV.OUT�83.03 � \ 1 I / / 1 I I \ :•_ ?4�/ln�p STM MH TOP=685.77 \�l �1 �_,y( CONC I- II \ �rx .'-71 24" auti 0.81 \ INV.OUT6=6079t077(12"PPVC) 111 \� =685.68 T� -� :l; _ �� X•��'.:• .:•'.:•'.:Y'.:l TOP OF SILO 0 .5 :f• J:•'.:.°S: \ manhole top85.00X707I ELEV=687.05 +/- top of sedimn - - - - - - - - - - / `� .} i,1 I.: .4• '• \ 677.55 M E.P. ' I I I I I I X686.9 ' ..:I•..;! �1:cl,;t. �:.'; \ all 11 16. i'". X. .f• J: storm grate aN op BOLLARDS(4) = z _ _ - ' / I I I I 1 ' a• .�' �' �' r'' •:;. tol gr< 4 N Wr LL Z Inv. r ^ :r. L � % FI: ( out�81 .0 w N N � I N /��.// ` I �' / / r I 1 1 / s • �- �., p %'� 1:.:� 1:• I.: ✓ . �. C ^U N � ASPHALT ALL _ 1 1 I 1 I I 1; :4� .� r •!; j ..• .r; I 11 SAN. TOP�85.33 \\ '------- i ( 1 1 1 I �. i. 1:'d•'� •I I II N INV.1N 77.74110" PVC) �//n� w O / i I 1 1 1 1 t, • y I:: II M INV.OU77.68( PVC) IU J / � - i \ .'.C; :•ial:•,!.' �: 1o,:`i+.'.: ..YC. .i;'J�• :i:�::t••iE: I I - 1 I 1 �Y- \ :•+,: �'', ✓' „ W. II H - - - - -- -- tJ -'---------------- I I 1 1 \ \ f' LrL` 'i::jti :i•., '.c fir...,./r;•':�',;�L d.EX. BU G �1N 0 Q \1REES \� t �I. •:$� tI� f= II - �- - �- LIGHT Y--J--_-� _ ---✓I -Lr'_'''"_�Y r v \T '�- - OLYL -a WNv PEDE�o T ll IGH_ w/,----,_ FLOW Tw V 4 X CONCw KUI-2-rc� 12" pvc TREES -\ I I \ storm m/h Inv.=680. 30" IMP QQ � V1 )4rep INV. 78.30 _ -80 44 J//aG ifl ------ 4x Y.;2 I nv-68 2I ns680. 34 SA.MH TOP=682.29 0 24" out=680.32 f-__-__ - RI --------------------------- - - - --�� NV.OUT-675.1830"RCP----------06 INV. 0_IIo) I �- --------------------- a L ------ -----LLJ -- _ _-_ ------ _ �_------------------------- 6t cH _ �_� \� I x862 _ Li yC)CD E.P. �� E P. I E.P. LL LLJ cli __--- ------ -_-------------- - - - - --- - - - - --b1 f-E-�T----------------- I �� --f 00��--------------------------- -0�4-L = = -------------------- Q �y T -- cli 48" rcp I LL_ Inv.=680.51 o I I I II T I II o, SEE DETAIL TH/S SHEET U Drawing Number: 0 C-4 Q L TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA 00 n N O h C E E w m o c � Eo 'a E ' a o u 0 N U � (Y� ID0 O In u > u v d a s C N M K C O O Z O v � N O 0 0 ' _ ROPOSEZ)N C 0 ,� N Q O w O C p p T .L� v+ $ Y Y p U p U • PROPOSED TWIN 33 RCP PROFILE Z a Lx z Za> � >3Q W �3 W 0 O Z ��a �<am Z = O = J C9 tj U W 3� F-In Q 1 4�Z,TH ®F 1. 1 I®NAL PROFESSIONAL SEAL z p W Z ® ® �—i— O�z� O ®O�z L� U LLJ Y Y®®� of m ® V I bi W ® F-- �w Q�cu �w5 O 5 /O /S 20 a VER-r. SCALEr /'-S' 50 0 50 /00 /50 zoo u� 0 u i "OR/Z. SCALEr I' -SO' a Drawing ro L O Number: v PROPOSED DRAINAGE SW ALE PROFILE C-5 0 - --J---- �---- -' -- ------I----1----I--------i-----1----I--------1----J----L--------L----'----L--------1----I----1-------1----I----1----:----J----L----�--------I----1----'--------I----1----1- -- ----L---J----L - - --t---- r---�-- ------t----r---7--------I --•�----L----I-- ------1----1----I--------I----1----I-------- ---J-- - -- ------L----1----�---------1----i----1-------1----L---J------- J---- L----�- - ------I----1----I--------1----1----I- -- ----L---J----L--- I I I I I I I I I IL I IL ------------ ---- ----------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I ----I__-- �___-� __ ___-� ---I- - - - L--- -' - -------'----1----'--------I----1----I-------- I -- - - -�-- - -� - ------L----I----L--------1----I----1-------1----I----�------- �----I-----'-- ------I----1----'--------I-----�• - - - - I - ------L--- -�-- - -� - ---�---- r----,- - ------,----T.---� - ,- ?----r--- r---,- r -------r-------- T----,--- -T -- ------T----r---1------- ,----r----�-- ------ ,---- T--- -, -- ------I----7----I- -- ----r---1----r--- I-- -- ---,---- r-- -, - - ------ I - - - - •r--- -, -- -- T----r- r--- ,----,-- -- r----,----r--------T----I----7---- 7----r---1---- ,---- r-- -, - - ------,---- T--- -, -- ------ ,----T----�- ------r---,--- -�-- - - ---'----l---- - I -- -- ----'----1----'---- ----I----1----I---- -- --I----J--- -I -- ------L----'----L--------1----'----1---- ---'1----I-----I------- J--- -1-----'---- ----'----'L----'-------- ' ---�----}----I-- ---- - - I -- -- t--- - I -- ------ I - - - - +- ---F - ------F----1----F-------}----I--- - }- ------- t- --- I -- - -t- --- --- i---- F---�- - ------ i--- -F--- -�-- -- --- - I -- - -t-- - - I -- ---- - - I -- - - +-- - - I I I ---------------- 1 I I I I I I I I I I O f►� I I I I I 69ip I I I ® 1 I I I I I 690 I I I . I •� I I 1 I I I I I Q I I I I - - - - - - - - - - - - - WL _ - - - - - - - - - - - - I I I I I I I I I 685 I I I I I 1 I 6��i EJC/STING I I I I I y --- ---- --- ---- RAd-E -- --- ---- --- ---- --- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I 68® I I I I I I I I 6�® I 1 I I I 1 I I I 675 675 I I I I I I I I ® I I\ I I I I I I I I O.00 /'OO I I -- I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I U �� I I I ---1----r----I---O I I I -�--,----T-- - - I ---- I I I ----1----T----r--- I I I ----r---1----r--- I I I ---- r----I--- -T---- I I I ---- T---- I----T-- -- I I I I I I ---T----r---1---- ----,----r---,---- I I I ---- I----T--- -,-- -- I I I -- --I----T- --- � I I I ----r--- -�----r` //�� HEAVY OUTY CONCRETE SEE JOINT PAVEMENT PAVEMENT SEAL OPTIONS DETAIL THIS SHEET CONC. PAVEMENT /.5" SM-2A .A .A A .A A .A .' A , 9..a v v. .� v.D.'a 3" BM-2 AN ', a .' ��X.',A . X+ ► :.s:x x -x x-a: o•, d • 8" VDOT -21-0 p. • 5' M/N. WWF .4. .d WWF HOLO BACK D D�. 3" FROM JOINT APPROVED PLACE NEW A.C. PAVEMENT SUBGRAOE AGAINST PC SLAB R/G/O PAVEMENT ABUT T /NG C01VTRAC7/0/V JO//VT OETA/L FLEX/BLE PAVEMENT NOT TO SCALE NOT TO SCALE SEE JOINT SEAL OETA/L CONC. PAVEMENT THIS SHEET v' X X - X X � .a I 4 WWF HOLD BACK p;p Q.Q 3" FROM JOINT Q'o.v'..• v o•.:v.•cD': . BUTT JOINT O/AMETER, 18" LONG DOWEL SPACE /2 CENTER TO CENTER. ONE ENO PA/NTED ANO OILED. CONSTRUCT /0/V JO/NT OET A/L NOT TO SCALE � PAVEMENT URFE SAC \ PAVEMENT SURFACE � '.r�'• -POURED !'�:•.• JOINT ..: POURED JOINT SEALER \ N \ SEPARAT /NG BACKER TAPE MATER/AL INITIAL JOINT SAWCUT y /N/T/AL BOTTOM OR /NSERT AWUT (//8"l C JOINT OR /NSERT DETAIL B BOTTOM CONTRACT/ON JO//VT <USE E/THEE? OETA/L A 1.5" HOT ASPHALTIC CONCRETE SURFACE SM-2A PAVEMENT SECTION NOT TO SCALE 60 ' R. O. fY. TEJ REOU/RED AT INTERSECT/ON OF PAVEMENTS SEE ✓O/NT k; SEAL OETA/L ro N 5' "IN NON -EXTRUDING ✓O/PVT FILLER STRIP TH//CKE/VEO-EDGE EXfPANS/ON JO//VT <T EJ.J` OET A/L NOT TO SCALE \ a SURFACE 10 y/N" PAVEMENT SURFACE •\ ••• 'POURED •POURED � •:►: JOIN JO/NT SEALER SEALER \ SEPARATING SEPARAT/NG TAPE BACKER TAPE MATER/AL NON -EXTRUDING 3/4" ✓T FILLER M/ J DETAIL B M/N OETA/L A EXPA/VS/ON JO/NT <LSE E/THEE? DETAIL A OR OET,A/L B> SEE PLANS 8" VDOT '•2/-B COMPACTED TO 95% STANDARD PROCTOR DENS/TY SUBGRAOE COMPACTED TO 95% STANOAf?O PROCTOR DENS/T)' CONSTRUCT /ON ROAD EA V EMENT SECT /ON NOT TO SCALE 12' ex7,57'1 XISTING PA VZ-1W-N7- SEE 10,1AiVS `-SOIL COMPACTED TO BM-25. O B "CRUSHED UNTRE4 TEO ,4C6- 95% STO. PROCTOR 21 B TYPE 1 COMPACTED TO DENSITY 95% STD. PROCTOR DENSITY lYEST B/QOO�E R040 TY�1C,4L CF�OSS-SECTfO/V NOT TO SCAL E O 6" CRUSH�U AGGREGATE VOOT 2/-A PROV/DE HEAVY OUT)', RE/NFOF?CEO CONCRETE TRUCK PAVING PER AC/ 20/, 3/6, 3/8, 325 AND 504 WHERE SHOWN ON THE DRAWINGS AS FOLLOWS: 8" THICK, 28 OA)' COMPRESSIVE STRENGTH 4,000 A•s/ CONCRETE <3" -/- /" SLUMP, A.E.>.WIT.Hs/ " DOWEL BASKETS AT CONTROL JO//VTS ON 20' CENTERS BOTH WAYS. RE/NFORCEO W17- -/ "4 1 ?EBAR AT /2" CENTERS EACH WAY, AT LEAST 6" OF VOOT 2/-A AGGREGATE COMPACTED TO M/N.95% STANOARO PROCTOR <ASTM 0698J. CONSTRUCT/ON JOINTS WILL BE FORMED ANO OR/LLEO FOR /8"x-Y& " D/A- DOWELS AT /2" ON CENTER. F/LL ALL JO/NTS. /% SLOPE /S MAXIMUM ALLOWABLE FOR THE FIRST 60' FROM THE FACE OF THE DOCK. CONCRETE PAVEMENT 5ECT/0/V CO►ACTSD BAM1Vl INITIAL BACSFILL SEE SPECIFICATION 510.07 c YDOT IYCf NOT TO SCALE- 4 ' Rod/us — —— — — — — — — — — — — — — — II COMB//VAT /0/V 6" CURB 8� GUTTER CCG-6> NOT TO SCALE ADWEAATE AET OR M B ne INITIAL BACNFILL SEE SECTION SMOS COMPACTED BACEFILL rDDT SPECS C—WACTED BACIFILL INITIAL O SEE SECTION 5" BE0.D0 SECS 067A WN „/„//„/ n TYPE 1 TYPE 2 TYPE 3 PROPOSSO STORM ORAIMADE ►I INITIK BACHFILL U EEM:TION 420.03 / N M. Y M. � N N. I •' �• I 4' MIN. 10 0, .. • D•• P• !' IN. 1!' IM. 0 0 0•D•/� 'YIN.) FF Q ' p' J� D. /, I �• •• B' IN. ,//, 0 /,// 0.D./A l 'MIN.) 0.D/! W MIN.) CI.A{t A•d CONC. P P N. LABf A-S CON:. ►ONE TO DNDIsnm m EARTN ' /NW[M7E +MET anat BEDDING fLAss A-S CONC. FRO►ORD STORM DRAINADE PIPE CONCRETE CRADLE W CAP SHALL FOLLOW IN PIPE A MIN. OF 4' AIM ON BaON THE Cam. CONCRETE ENCASEMENT CONCRETE CRADLE CONCRETE CAP wvrArS 1. •ON[ M 711DICA1 BOTTOM I! IN RDfJ. IT !. EWE FIK FOUOATIONS ARE YEILDINE. PIPE• FORFIFES LESS TNAM I!' THE SMALL W E)ICAYATm TO A MINIWM IF SMALL BE COED ON A MINIMUM OF I' BEDDIMB EIOTH MAY BE SB' MAXIMUM. B' BQOs M BOTTOM OF THE ►1K AND MATERIAL. BAWILLIED EITM BEDDIIID MATERIAL UTILITY BEDDING AND PROTECTION WATER AND SANITARY SEWER FACILITIES VIRGINIA DEPARTMENT OF TRANSPORTATION NORTH AMERICAN GREEN P30ON FLEXIBLE CHANNEL LINER (W=20') TYPICAL DITCH SECTION NOT TO SCALE CONTACT AREA IN SO, FT, n THRUST BL OCK D� PRESSURE T E E 5T,4N,0,4R0 THf�L/ST z5Z OC!(S 14--Z7R TEES (NOT TO SCAL E) D THRUST & OCC 51141L BE EACEOOEO IN UNDISTURBED SOIL . JOOO PSI CONCRETE P I P E ORIGINAL TRENCH 1f4L L THRUST BL OCA' CONTACT AREA / SO. FT. 1 PIPE SIZE /YORKING PRESSURE (PSIS 100 150 200 4 1 2 2 6" 2 J 4 B" 4 5 6 10, 5 9 9 f2 " 6 12 14 THRUST BL OC/i' CONTACT AREA /S0• FT. l P/PE A✓ORKING PRESSURE /PSI SIZE 100 150 200 CONTACT AREA 4 " 1 z 9 IN SO. FT. \ \ \ \ \ \ \ \ B" 4 6 10 �11� ,7000 P.> 1 CONCRETE OC- MAIN PL l/G nY,4 \\� .ER MA I N BONG BREAKER THRUST BL OC/r J L ORIGINAL TRENCH NAL L STANDARD THRUST BL OC!( FOR PL L/GGEO ENDS (NOT TO SCAL E/ st concrete thrust block 6" dia. schedule 40 steel pipe filled with concrete and painted yellow ,;'., 3' r 7, •. •. 18" dWa. concrete r ' •, encasement BOLLARD DETAIL J direction of setting to be approved prior to installation as required �2' min. - 6" max. stone to be minimum of 6" above top of base FIRE HYDRANT ASSEMBLY Figure 9 ete pad 1 ' -6 " sq. x 6" deep screw type adjustable valve box locator peg mechanical joint swivel tee with 6" branch =:q1 L TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA 0 0 0 O N N 1� C)O 0 O C IT v o U O C a� � 0 U �t O C O -3 Z 0 = (n Q � u Cn � � 3 v Y Y a - tY O � U y p p L U U Z a Za Z > z LJ. > 3 a LJ LILJ Zo>, 2:W O U �iz ZLJ w 6 w J W U N 3M 0 Q ry X,OLTH OF v AY l 0 9 S! . 4 ONAL E PROFESSIONAL SEAL V J_ _ Q = Z Z W �LJO> 0 O<Z� 0 <Z Z �-rXD O �V)L1JO � U < U p U Oof 0 LJJ 66 L�J 0 ot� LJJ o 0 Q Z N O 0 U �D 0 Drawing i Q 0 Number: N C-6 U CU CU Q GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: Unless otherwise indicated. all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. ES-2: The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans (including. but not limited to. off -site borrow or waste areas). the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7: Site grading is to drain to the silt fences or sediment trap at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8: During dewatering operations, water shall be pumped into sediment traps. ES-9: The contractor shall inspect all erosion control measures daily. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control device shall be made by the close of the day. The contractor shall be responsible for the ultimate removal of all temporary sediment control devices. CONSTRUCTION NOTES 1. The contractor will be responsible for applying for and obtaining any necessary disturbance permits which may be required by the County of Frederick prior to the start of clearing and grading activities. 2. The contractor shall stabilize all disturbed areas within 7 days after the area is brought to final grade. 3. Stabilization shall be by permanent seeding and mulching as follows: G. Scarify the top 1" to 2" of soil after final grades have been achieved. b. Add pulverized agricultural limestone at the rate of 2 tons per acre. C. Small grain straw mulch shall be spread at the rate of 1.5 tons per acre. d. 10-10-10 fertilizer shall be spread at the rate of 1,000 lbs. per acre. e. Seed with one of the mixtures listed below: TEMPORARY SEEDING PLANTING DATES: SPECIES SEPT. 1 - FEB. 15 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) RATE IN LBS. PER ACRE 50 -1 00 lbs. / acre 50% 50% 60 - 100lbs. / acre 1 00% MAY 1 — AUG. 31 50lbs. / acre GERMAN MILLET (SETARIA ITALICA) 100% PERMANENT SEEDING MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 lbs. / acre KENTUCKY 31 OR TURF —TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% HIGH —MAINTENANCE LAWN 125 lbs. / acre MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA GENERAL SLOPE (3:1 OR LESS) 150 lbs. / acre KENTUCKY 31 FESCUE 85% RED TOP GRASS 3% SEASONAL NURSE CROP** 12% GENERAL SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE RED TOP GRASS SEASONAL NURSE CROP** CROWNVETCH 150 lbs. / acre 70% 3% 13% 14% **SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. *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 —MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10 — 20lbs. / acre IN MIXES. oO EACH LIFT OF THE FILL IS COMPACTED, BUT THE OUTER FACE OF THE SLOPE IS ALLOWED TO REMAIN LOOSE SO THAT THE ROCKS. CLODS, ETC. REACH THE NATURAL ANGLE OF REPOSE. FILL SLOPE T BEAT MENT SOURCE: VA. DSWC DOZER TREADS CREATE — GROOVES PERPENDICULAR TO THE SLOPE. ENO S��QE TRACKING PLATE. 3.29-3 SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION GUIDE PLATE. 3.29-4 DUST CONTROL MEASURES THE CONTRACTOR SHALL USE SPRAY - ON ADHESIVES IN ADDITION TO THE OTHER STABILIZATION METHODS AS SPECIFIED ON THESE PLANS. TO CONTROL DUST DURING CONSTRUCTION THE FOLL ONING SPECIFICATIONS SHALL BE USED WHEN FOUND NECESSARY: (CHOOSE / METHOD) ADHESIVE EMULSION WATER DILUTION NOZZLE TYPE APPLICATION RATE (GAL/ AC.) ANIONIC ASPHALT 7:l COARSE I" LATEX /2.52/ FINE 235 RESIN -IN -WATER 4:1 FINE 300 TEMPORARY DIVERSION DIKE 4.5' min. Compacted Soil TEMPORARY SEDIMENT TRAP ORIGIONAL GROUND ELEVATION 67 CU. YD/ACRE (152.6 CU/ YD.) 67 CU. YD/ACRE ORIGINAL (EXCAVATED) GROUND (157.8 CU. YD.) 2 75' ELEVATION CLASS I RIPRAP FILTER CLOTH COARSE AGGREGATE** CROSS SECTION OF OUTLET rri Acc T DTDDAD I � � OARSE AGGREGATE 71 EXCAVATED AREA CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX yi / � Jill FLAY /III III 4" 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. Jill / Jill - FLOW III -= III SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) I I I FT I 3 "X A I I A B41 \\\ POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) NGTH (IN FEET)=13.5 6 X DRAINAGE AREA ( IN AC. ) DIVERSION DIKE / FILTER CLOTH -�,, // COARSE AGGREGATE SHALL BE VDOT #3. #357 OR #5 OUTLET (PERSPECTIVE VIEW) STONE CONSTRUCTION ENTRANCE EXISTING GROUND 70' MIN. A FILTER CLOTH 6" MINI A SIDE ELEVATION 12' MIN. e 70' MIN. B WASHRACK I (OPTIONAL) Z_ VDOT •1 I I ~\ POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE +� MUST EXTEND FULL WIDTH OF OPERATIONS AND EGRESS PLAN VIEW SECTION A —A R&.. w VRwR �rrA c EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) 1 'jow. .�, SECTION B—B N. N. =:?I L TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA 0 0 v O O O , 1117 0 E " O c C � � o r > n � p � 0 V 0 _2 0 V � D u :� v a ~ a° � I •- I N I M C v 0 r` o Z 3 O N U d' O O _ N O C U U) o •= o C a) 0 Q 0 U (n C 3 Y Y p � U Q) p o U • U Z 4% a Za z_ � z LL >3a W So W Z~Z N�dz Z (� W �Oa V _ Z 0 w 3: Wk U � ;m r- Q OF i v J Y 0 ti SIGNAL E PROFESSIONAL SEAL F- _ Q Z� =Z UJ J Z� �Q V/ LLJ (11O (2) (1) - W I . I �QJ OOQz " �v,WO QOw _j V) O Z Q:� Y00- 0� «; nj 7- w V) z L.L. � CY 00 o o 0 Q� U W Drawing L Number: N CC) 0 CU U SOURCE: VA. DSWC PLATE 3.09-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment ControLVA. DST C PLATE,3.06-2 SOURCE: ADAPTED from 1983 Maryland Standords for Soi I erosion aw Sediment Control. and Va. DSWC Plate 3.02-1 PROJECT LOCATION FREDERICK COUNTY iA yti VIRGIN I A 6Qo SITE PLAN FOR KRAFT FOODS PARKING LOT EXPANSION FREDERICK COUNTY, VIRGINIA INDEX OF DRAWINGS DESCRIPTION DRAWING NO. SITE ORIENTATION PLAN.............................................................................................. C01 SITEPLAN.....................................................................................................................M.. Z41 DETAILS........................................................................................................................... Z42 OWNER AND DEVELOPER: KRAFT KRAFT FOODS, INC. 220 PARK CENTER DRIVE WINCHESTER, VIRGINIA 22603 CONTACT: MICHAEL GAINES PH: (540) 678-0442 FX: (540) 545-8942 ARCHITECT AND ENGINEER: Washington ltidustrial/Prbcess WASHINGTON GROUP INTERNATIONAL, INC. 9790 PATUXENT WOODS DRIVE, SUITE C PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21046-2900 FAX: (410) 423-2570 4 �I D I l la RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: EXP. DATE: THE RESPONSIBLE DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH ON THESE PLANS. Approved by the Zoning Administrator Zoning Administrator Signature Note: Site plan is valid for 5 years from the date of approval. 019/1t!V69 Date • "'�IIIIII� Lam.._ ,�! • •!��kJi\ �;... � ICI. ��III�� ,� , i►j �' �-.J y, ,, •ti..� Lip o ��.o�ll!`, �o� _- �,: ` /� VICINITY MAP 1 " = 2000' X 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 1- 10 I 11 I 12 I 13 I 14 I 15 � 16 I 17 18 KRAFT 0 I N N I& L K H G F E H C F. 10 KEYED NOTES - N 47' 22' 23" E 801.05' METAL ---- p�LT4-NG- - -- -- PROPOSED PARKING LOT 51 SPACES PROVIDE NEW SIGN AND POST STATING J "MOTORCYCLE PARKING" -1- - i O STRIPE OUT TWO PARKINGS SPACES FOR FIRE LANE OPROVIDE NEW SIGN AND POST STATING 1 _ "FIRE LANE NO PARKING" WITH AKI ARROW \ °° EX BUILDING LINE - - INTX. R.R= STA. 8+89.29 ` - I- I I �I I I I, ,I 6 T II-7-1--1-7-F- T-7T1-T--I-7-I--1-T-7-11 r II TO INDICATE NO PARKING BETWEEN SIGNS \ \ III J II I I I I I I I I I I I I I I I I ®III O PROVIDE NEW SIGN AND POST STATING 6 LOADING BAYSS CANOPY PUMP 1 1 1 1 1 1 1 �ddd I VACANT"DELIVERIES ONLY" (12'X 65') 5 O PROVIDE NEW SIGN AND POST STATING SDP 03-02 s ZONED M-, 43 ((A)) 36 � 4 4 "COMPANY VAN" ( 1 1 1 1 1 1 1 1 1 1 I I O PROVIDE NEW STOP SIGN AND POST O STRIPE AS SHOWN FOR CROSSWALK � /= U, I I I iL--- �� II I I PLNANT T BC//LO/NG A00/ -/ON. TO S/7-E DEVELOPMENT---J--- --- 1------�--- --7� I, I - F`L,4N `SO-99 --- --- --- --- --- --- --- --� I I III_-- -- -�---_ _- I---- ---- --------n;t11 F . F. =690, 0 - - - - r TEMOORARY T RA/LER PARK/NG �- ®� �- < ,Z r I A 4 J!tI �iasdi4 r't �5 qt( iirr° MANUFACTURING -- -- - -- SPACES ZONED M-1 +--- -- - --- 1-- -�-- -� Z SHOWN ON $r, n 54 ((A)) 36H - - - - I - n ,SIT DEVELOPMENT PLAN '"`/4-00� o III}------�------!-------�---- --- II i o AOD/T/ON. RERER aea.e TO SITE DEVELOPMENT �I r I , PLAN "`0/-0/ �/ _ ��/I EXIST. ASPHALT PAVING W _ I X I - Z?U/ 0/NG ADO/T/ON. RERER / REFER /Os - IBU/LD/NG ADO/T � T � I 9 6 �LN "°O-0ZTO S/TE DEVELOPMENT _ � PLAN "`45-02 m - --�-------II--- --- --- ---� f -r---- 3UILOING 4 ------�------�---- --- ---- ---� i I AOD/T/ON. RERER B01LOING F- - - - - TO S/TE DEyV� L�� MENT TO 400/T DE ELO� ENT N. FLAN PLAN ''`52-99 gI 1 pI I ----I IIIII W El - I CANOPY EX. BUILDING LINE I �- - --- I---- --- 1---- ----i - - S/TE/BUILDING ttxiw c axa 4v i n .tw AOD/T /ON, 2 a a Srl{cr r wr - - TO DEVELOPMENTS/TFELAN LOADI BAYS IT� -_ - -� --- I I I - I (12 rv4xa i t P I I 1, 5 J yy'' µ11 Hz I ,i3i I V,*j a 4x.r j d1x 1 N R� d3 y 4X1 A s s. x, L� m I I AY PACK �n `� a �t GREEN BAY �7 EXIST. LOADING BAYS ` a' W I 59 (A) (12'X 65') 5 EXIST. LOADING BAYSM1 (12rX65f)400/7 r � fPr .� tq''�.�+`.. y � ,"j�,� ,�Y, � a „� 1r I a :' � 6 . � � ¢,ESsyla'�. td I m I CH/LEER PAD l EXIST. CONCRETE PAVING Y`,�.7�f, �'��,`.. �i �y-a �� ` �'T, r`"a:- 11 IIf. �"ttu"� `,tll%°I ,� Fz ,ati�e" z t ,�.0 'f';r (T n?. r4 R? ,' -4��' Sy ($ CONC. ON 6 DGAB)I�x,�y , �:.a $.`'` �t mill,,+� 't # , I o Ek. BUILDING LINE ------ sr ,.t�r �'? r ,r� �. A. a rfi1 I I ay rr' -I s.u.,. 75' BUILDING SETBACK --- f Illllfl--------- -- - - - - - - �s---------------------------- ---------- - - - - -- - - --- i - ' ^�'�'' 75' BUILDING SETBACK I I --- ------------ - - -- ONE WAY TRAFFIC-�- I _ Sa II r--- ------- 1� II ❑ 8ille EXIiST. TRUCK TRUCK EXIT ENTRANCE S 47' 22' z " W 1042. ' i --- - _ WEST BROOKE R AD (ROUTE 1320)bC) I _ RIW ---- POSTED SPEED=35 M.P.H. ( -- -- - - 703.00' \/ D OT' GENERAA L NOTES CR IDER 8 SH°CKEY GROUP OF WN I 5U/LO/NG ADO/T/ON. RERER TO S/TE OEVELOI'MENT PLAN `03-02 ao - 1 SITE ORIENTATION PLAN ZONED M-1 54 ((A)) 360 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE FLOOR AREAS SCALE: 1" = 50' PARKING ANALYSIS. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS EXISTING MANUFACTURING = 295,558 SF PARKING SPACES REQUIRED FOR MANUFACTURING SPACE PER APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, EXISTING OFFICE SPACE = 19,643 SF THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: 3 PARKING SPACES PER 4 EMPLOYEES ON THE MAXIMUM SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. WORKING SHIFT. GROSS FLOOR AREA = 315,201 SF 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF NUMBER OF EMPLOYEES ON THE MAXIMUM WORKING SHIFT (EXISTING) LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION AND VOSH OUTDOOR EMPLOYEE BREAK AREA = 1,334 SF PER KRAFT FOODS = 114 (228 DURING SHIFT OVERLAPS) RULES AND REGULATIONS. TOTAL FLOOR AREA = 316,535 SF NUMBER OF PARKING SPACES REQUIRED FOR MANUFACTURING = 86 3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER FLOOR AREA RATIO 316,530 SF/(30 X 43560) 0.2422 (172 DURING SHIFT OVERLAPS) PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION PARKING SPACES REQUIRED FOR OFFICE SPACE PER THE FREDERICK OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL COUNTY ZONING ORDINANCE ARE AS FOLLOWS: FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 LANDSCAPE CALCULATIONS 1 PARKING SPACE PER 250 SQ. FT. OF FLOOR AREA (OR LATEST EDITION OF) ROAD AND BRIDGE SPECIFICATIONS, SECTION 104.04-C. EXISTING OFFICE AREA = 19,643 SQ. FT. 4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND EXISTING IMPERVIOUS AREA= 599,248 SF TOTAL OFFICE AREA = 19,643 SQ. FT./250 SO. FT. = 79 SPACES SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. PROPOSED IMPERVIOUS AREA = 15,320 SF TOTAL PARKING REQUIRED = 165 SPACES (251 DURING SHIFT OVERLAPS) 5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. TOTAL IMPERVIOUS AREA - 614,568 SF EXISTING PARKING PROVIDED = 291 SPACES 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION TOTAL LANDSCAPE AREA = 242,275 SF PROPOSED PARKING = 51 SPACES CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER 1 TREE PER 2,000 SF - - 8 TREES TOTAL PARKING PROVIDED = 342 WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY PROPOSED PARKING AREA - 51 SPACES COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. TOTAL HANDICAP SPACES REQUIRED = 7, 1 VAN ACCESSIBLE (PER ADA) 7 CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS 1 TREE PER 10 PARKING SPACES = 6 TREES TOTAL HANDICAP SPACES PROVIDED = 7, 1 VAN ACCESSIBLE TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO TOTAL TREES REQUIRED = 14 TREES REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 8. 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, SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN PARKING LOT EXPANSION IIKRAFT FOODS W NCHESTER, VIRGINIA II WARNING: This document Is the property of the Kraft Foods Inc. Futher reproduction and'or distribution is prohibited without the express written permission of: Krafts Foods Inc., Corporete Engineering, Madison, Wisconsin. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon. All rights of designs or inventions are reserved. • - • 0 •. • . I IIiY�w s,•�o r /,t IL • 111 1 1 1 11 1 0ISSUE FOR CONSTRUCTION• 1 1 REVISION•- PERMIT•1 •1 0ISSUE FOR PERMIT 1 0 •1'• SUBMITTAL1 1 0 60% SUBMITTAL -FOODS .. CORPORATE MADISON, WISCONSIN 19 N T L K J I G F E SITE PLAN NOTES Washington 1. PARCEL AREA: 30.00 ACRES 2. ZONING: M-1 Industrial/Process 3. USE: MANUFACTURING 9790 PATUXENT WOODS DRIVE, SUITE C PHONE: (410) 423-2500 4. PROPERTY IDENTIFICATION #: 54 ((A)) 36H COLUMBIA, MARYLAND21046 FAX: (410) 423-2570 5. MAGISTERIAL DISTRICT: STONEWALL WORK ORDER: 26518 KRAFT CONTRACT NUMBER: 6. BUILDING SETBACK REQUIREMENTS IN ZONING DISTRICT M-1 PER THE D FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: WASHINGTON SIGNATURES -FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS = 75' DEPARTMENT I CIVIL INRCHITECTURAL I STRUCTURAL I MECHANICAL ELECTRICAL P.E MANAGER -FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS = 75' INITIALS -SIDE YARD SETBACK = 25' DATE -REAR YARD SETBACK = 25' BUILDING SETBACKS PROVIDED: -SIDE YARD BUILDING SETBACK PROVIDED TO THE WEST= 595.0' -FRONT YARD BUILDING SETBACK PROVIDED TO THE SOUTH = 75.0' -ADDITIONAL SIDE YARD BUILDING SETBACKS = N/A -REAR YARD SETBACKS = N/A KRAFT RELEASE FOR CONSTRUCTION 7. SIGHT DISTANCES = A/KRAFT/PE/PM A/KRAFT/PE/BDE A/KRAFT/PE/CSM C -THE POSTED SPEED LIMIT ON WEST BROOKE ROAD IS 35 M.P.H. -SIGHT DISTANCE ON WEST BROOKE ROAD IS EQUAL TO OR GREATER THAN 350 FEET AT THE PROPOSED ENTRANCE LOCATION. DRAWING TITLE -THE POSTED SPEED LIMIT ON PARK CENTER DRIVE IS 35 M.P.H. -SIGHT DISTANCE ON PARK CENTER DRIVE IS EQUAL TO OR GREATER THAN 350 FEET AT EACH EXISTING ENTRANCE LOCATION. SITE ORIENTATION PLAN 8. TRIP GENERATION TRAFFIC VOLUME = 840 VEHICLES PER DAY 9. MAXIMUM BUILDING HEIGHT FOR ZONING DISTRICT M-1 IS 60' PER SECTION 165-83A OF THE FREDERICK COUNTY ZONING ORDINANCE. THE HEIGHT OF THE PROPOSED BUILDING IS LESS THAN 60'. KRAFT PROJECT NO DRAWING SCALE PHASE 10. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING WN 1701 1•=50' B UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. CADDFILE NAME CADD PLOT SCALE ❑°°'CE'- ❑3M° 060% ❑W-. i1�.0FINk. 11. ROOF RUN-OFF SHALL BE CONVEYED AWAY FROM THE BUILDING EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS OR TIED DIRECTLY TO EXISTING STORM DRAINAGE SYSTEM. THIS WORK SHALL BE COORDINATED DIRECTLY DATE SHEET NUMBER WITH OWNER, WITH ADDITIONAL PLAN INFORMATION PROVIDED AS P\.tN OF 5/02/03 NECESSARY BY ENGINEER. �11`0 DRAWN BY 12. ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM TO THE STANDARDS �y JLW OF THE FREDERICK COUNTY ZONING ORDINANCE. a CHECKED BY C01 13. NO OUTDOOR STORAGE IS PROPOSED WITH THIS ADDITION. cRAI ER 14. THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES, 7 62 CAM A 15. ALL LIGHTING SHALL BE DIRECTED AWAY OR SHIELDED FROM ,, PROJECT NUMBER ADJOINING PROPERTIES 26518 -] / AL CLASSIFICATION: _ COMPANY PRIVATE 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 G 1 1 2 3 I 4 I 5 1 6 1 7 1 8 9 10 1 11 1 12 13 1 14 15 1 16 1 17 1 18 KEYED CONSTRUCTION NOTES 0 0 M L K J H G F E i �1 COMBINATION CURB & GUTTER VDOT STD CG6 ASPHALTIC CONCRETE 1 ------ - - _---Q4---a 9- _Q3 '_0 " ----- _ R - 1 61 6 " 9 3- 7 - _ __ ® GAS 41 Z42 A- 257. 81 FT -__-_ __ ___ MK R T- 1 29 - 1 8 FT - --- RAILROAD RAIL CH— S - 1 o Fr 7-7 W >F_-7 F� C T T NIT\/ 7) n— _ Q 4" W A• 9 6 ---- - - --- - O18'' WIDE CURB CUT O15'' RCP WITH VDOT FLARED END SECTIONS ORESTRIPE EXISTING PARKING LOT AS SHOWN TO PROVIDE A CROSSWALK FROM PROPOSED PARKING LOT TO SIDEWALK. REFER TO SHEET C01 FOR ADDITIONAL SRTIPING REQUIREMENTS x . PROVIDE A NEW STOP SIGN AT THE EXIT OF THE 1\ O EXISTING PARKING LOT TO PARK CENTER DRIVE. SEE SHEET C01 FOR ADDITIONAL SIGNAGE REQUIREMENTS. x L b SUMAC -- ------ - --- --_- 4 L TA 9231 241E - - q �A— -- 6 1 ' � 6 E L a ©4 "SUMAC ---- -_ _--- _ - CO 4 "LO 4 W Q 4 "S MAC -- . - I STA 1+07 24'L m0 BC 695.64 -- -----_- -- � "-'--- __- RR TIE WALL - - - --- - - ---- -- --- -- --- - ------ ----------- --------- - • -- CD-- - ----- ------_ - ---- - --- ------ CHB �— ------ - - - - -- 0------------------------------------------- - - - - - - - L- -'� E° 5 "PEA 1 25' BUILDING SETBACK I c�a i -- 4�� AS + ^_y STA 1.00 121 ,` ` .. _..` --, • S A 3+74 20'L : --- MK R Q O 1 CONCRETE PAVING 3 1 I S I I I =`' I I- r r ,., „P 41 Z4 TYPICAL PARKING f 6 tiF �w + + 91 ___c SPACE 9'x2O' r �'::: - 1 \ , I r i G WII --------------------------------------- ---- --- - -- - _------_— _ _—_ --.- - --- -- —_ , ; ; 4 �� li 0 CATV POL f STA 3.32: d2 24'R I PEAR B-Z 691 I G V STA 1+00 12'R - __.._ BC 694.83 20 I - r�TA 58 32'R I � 1 -- r T S T A__�47 2 4 l :.. 1 6. 6 i f - N BIC 4.36 M k x ,r I _--- 694 - R I PRAF - '► S- --- ---- S S S S G� �— - - --- - ---- —S s — --- - -� h P = I, --� - - ---�— T -- ---� - - — ��— �- --� - - --- —- ► f / I I I I I I I CG I I I I I I I I I I I —j .' ' 1 PO E i y% TA 2+58 4a7'R I I I I I I I I I I I11 it �SI N I , POLE BASE 4 1 C 69 .30Stcl 4+15 I II POL�EBASE 4'li ; 30L_E BASE 4 1 STA 1-39 39 R 41 Z4 STA 2+19 39'R 41 Z4 �TA 2+99 �9'R 1 Z4 I �o CL + E 1 I � /H1 ----- - P --- CO STA 3+74 27'R � S CE co ;' I 6' SIDEWALK 2 STONE FOR EROSION CONTROL 1 INV 691.81 , I 3 41LZ4 l ! 1 I _ CG CG I �'-� ��------------------- �"- I I LI _ 11 LI I I 1 I� I II Q � III I II z 1 � J rT l CD to ----------------------------------------------- ,1 I I I I I I I I I I I I I I I I I I I II I i I ------------ --------- ------------- 1 1 SITE PLAN SCALE: 1 " = 20' PLANT LIST ACER RUBRUM (RED MAPLE) 8 Q 2" - 211/2" CAL. 10' - 12' HT. PLATINUS X ACERFOLIA (LONDON PLANE TREE) 6 @ 2" - 21/2" CAL. 10' - 12' HT. UP 4� 688.86 I, 690 M h i i 1 1 I 1 .I I; II 4 I 1 i PLANT N GRAPHIC SCALE 20 10 0 20 40 SCALE: I' = 20' KRAFT 0 KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN 0 PARKING LOT EXPANSION KRAFT FOODS INC. N WINCHESTER VIRGINIA WARNING: This document Is the property of the Kraft Foods Inc. Futher reproduction and,or distribution is prohibited without the express written permission of! Krafts Foods Inc., Corporate Engineering, Madison, Wisconsin. Information on this document Is not to be altered except with the written approval of the individual whose seal appears hereon. All rights of designs or inventions are reserved. GENERAL CIVIL NOTES M 1. CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED AND SHALL PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK WILL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS AND CONTRACT SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT E ARTMENT OF HEALTH COUNTY OF FREDERI CK AND THE CONTRACT DOCUMENTS. MEASUREMENT AND PAYMENT L CLAUSES DO NOT APPLY. 2. ANY DISCREPENCIES FOUND BETWEEN THE DRAWINGS AND SPEC IFICATIONS,AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES, WITHOUT CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE CONTRACTOR'S RISK. 3. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS K REQUIRED PRIOR TO STARTING WORK AND SHALL ADHERE TO THE CONDITIONS IMPOSED. 4. EXISTING TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON FIELD SURVEY PERFORMED BY GREENWAY ENGINEERING, FEB 2003. EXISTING UTILITY INFORMATION IS BASED ON THAT SAME SURVEY AND INFORMATION OBTAINED FROM THE OWNER, AND SHALL BE CONSIDERED APPROXIMATE, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. J 6. CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY CONFLICTS WITH EXISTING AND PROPOSED UTILITIES, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES. ANY DAMAGE INCURRED SHALL BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE. 7. CALL "MISS UTILITY" (1-800-552-7001) FORTY-EIGHT(48) HOURS PRIOR TO ANY EXCAVATION. 8. CLEARANCE AT ALL UTILITIES MINIMUM OF V-0". 9. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS, UNLESS OTHERWISE NOTED. 10. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. 11. ANY UNSUITABLE OR EXCESS MATERIAL SHALL BE IMMEDIATELY LOADED AND HAULED TO AN OFFSITE DISPOSAL AREA APPROVED BY FREDERICK COUNTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE APPROVAL FOR OFFSITE DISPOSAL AREAS. 12. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSEOF THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE GEOTECHNICAL ENGINEER / OWNER. 13. ACCESS BY EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. H PARKED CARS, CONSTRUCTION MATERIALS, SOIL STOCKPILES, ETC MUST NOT IMPEDE ACCESS TO FIRE HYDRANTS AT ANY TIME 14. SEE Z42 FOR EROSION AND SEDIMENT CONTROL DETAILS 0 1 ISSUE FOR CONSTRUCTION 9/02/03 D REVISION FOR PERMIT 8/29/03 C ISSUE FOR PERMIT 5/02/03 B 90% SUBMITTAL 4/01/03 A 60% SUBMITTAL 3/6/03 REV NUMBER DESCRIPTION DATE REVISIONS KRAFT FOODS INC. KRAFT CORPORATE ENGINEERING MADISON, WISCONSIN - Washington Industrial/Process 9790 PATUXENT WOODS DRIVE, SUITE C PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21046 FAX: (410) 423-2570 WORK ORDER: 26518 KRAFT CONTRACT NUMBER: WASHINGTON SIGNATURES DEPARTMENT I CIVIL CHITECTUPAL I STRUCTURAL MECHANICAL I ELECTRICAL I P.E. I MANAGER INITIALS DATE KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM A/KRAFT/PE/BDE A/KRAFT/PE/CSM DRAWING TITLE SITE PLAN EROSION AND SED. CONTROL PLAN KRAFT PROJECT NO DRAWING SCALE PHASE WIN 1701 ❑ CONCEPT ❑ao^� ❑ 60% 090'. i 100% ❑ FINAL CADD FILE NAME CADD PLOT SCALE H Of V� � Z V �O 62 ER DATE 5/02/03 SHEET NUMBER Z41 DRAWN BY JLW CHECKED BY CAM PROJECT NUMBER 26518 g �S / AL E CLASSIFICATION: COMPANY PRIVATE G F E C 1 � 2 1 3 1 4 1 5 1 6 7 8 9 10 12 13 14 15 16 17 18 IN P 0 I� M L K J H G E U C 0 ■ 1 1 2 I 3 1 4 1.5" HOT ASPHALTIC CONCRETE SURFACE SM-12.5A --4" BASE MIX BM-25.0 --�10" CRUSHED AGGREGATE o Co 0 o BASE TYPE I, 21-B 61 (CJJ COMPACTED TO 95% - - STANDARD PROCTOR DENSITY. '' SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. ASPHALTIC CONCRETE PAVEMENT SECTION Z41 I Z42 NOT TO SCALE DETAL 2 5 I 6 I 7 WIDTH VARIES, SEE PLAN FINISHED SLOPE," PER FOOT GRADE IN DIRECTION OF 4" 2" SURFACE DRAINAGE tV �. -III=III=III ° c o III-III=III-III -III-III-III �* CONCRETE 6"x6"-W2.9xW2.9WWM. BREAK WWM AT CONTROL SUBBASE AND EXPANSION JOINTS NOTE: CONTROL JOINTS SPACED AT 3' TO 5' INTERVALS SHALL BE INSTALLED IN THE SIDEWALK CONCRETE TO FORM SQUARE PANELS. EXPANSION JOINTS SHALL BE PLACED WHERE SIDEWALKS ABUTT EXISTING STRUCTURES. SEE DETAIL 1 ON Z03 FOR JOINT DETAILS K2"* SIDEWALK -DETAIL 241 Z42 NOT TO SCALE i SECT A -A 5E A -A WTFSIX i- ■qx �E 4� +LL�7� CMERNM i W, TAM gun= H� LC�� T �# 1. �ap7H 2- a iM1Y S080W F&O4 wMALLA1AN lffinf&C EA4CE flBmfW fF&C TO E W 101M CETI L 2 JW#E. JL C3DT0rAk E F,43= 1M E 1I!45TJ2J" 21MM JAL ENOS= CaMOL STYE Mt 'M 'IiM -4E 'MPEC T . 4- i - QM&ETER # 'GIRCML.+R CHUMP UP E MI,Y FOR @DI_ELLFrPCAL 4N 4a;" QLL%FERT. - pwAmETr_R 4W CLV Mi rw CE're tr 9 P' P SEjOuP T FOR 60u_ nLPwC& OR mK" 4CKtix5a. ;r •sw� vie STONE POFR E rROSION CONS+ i ROL womsok utilkiUMNIENT Or 5 Nmff^NW NOTES; i16 ill Mlilr BE PKCFSF CC 00 Z P'LJff- 2- CONCRETE 10 �' CI A= P3 r• cile7 N ftop `E. dim f5i F mT. W aMM FEET OR LESS iJ� FACE OFi� SHKL dr Ihq5 F&1k ad IE&AM ldbe to" M USE LWF STJOLII n -aLdM OWW4X 4#E;L l►E MT01 6F IHE CUM JM �1 GWTFR 6E C6415TP1i1.'IEM .EL TU ;K S DES +Mpi rQ IC KPZN OF WE fMEMENT. fi-tM0-M VffBEUM %Wd E3rm off& r: job won to "At AKO&v �A 92"mEIP 5TAXWa W-7 95 PIEaUIREID or jW t = . b - - b . + _ � • Ar • t i - - • i G' t i - - - - - TIE llDZ--JM OF THE OLM iqB ICETM Uk*F K OOId1FAAC1Eb PAINlEL TO TW AWE iF Q� ill is TM$ +fin AkT 1W ATE IT THE OP110H If TIE MiMICF(K COMBINATION 6'' CURB & GUTTER TAOM 9L7#WTW6T -OF itrk T NORTH 1200 1200 I NOT TO SCALE NEVER REMOVE A LEADER HOSE OVER WIRE- �1200 WIRE GUY DOUBLE KNOT, HEAVY GAUGE SURVEYORS _ FLAGGING, 1 PER WIRE , 0 N 8 I 9 10 I 11 I 12 1 13 14 15 1 16 17 1 18 TEJ REQUIRED AT INTERSECTION OF PAVEMENTS SEE JOINT 1. I SEAL DETAIL as ' .�4'dyai��w b�'G �d%a:i�� • �• P _ 5' MIN J NON -EXTRUDING JOINT FILLER STRIP THIICKENED-EDGE EXPANSION JOINT (TEJ) DETAIL W 450 MIN GRAVEL * (300 MIN DEPTH) HEAVY DUTY CONCRETE o 0 0.1524 �° o PAVEMENT �+ PAVEMENT _ o o °° ° RUNOFF WATER oQa� oo °o O oo ��ooQ(�o WITH SEDIMENT ° FILTER CLOTH V a(J�o no o0 �� 00 °O0Qvoo°� 0.914 (OPTIONAL) U� ° o�QOoo o�°°° o 1.5" SM-2A ' e ; ° . °' e -'a ° e 1 e _ . °' O ° p� 3" BM-2 oT'I X° �X•-XaD _- o o =III=III=III -III- ': :t.ti �\ FILTER FABRIC OVER 8" VDOT #21-B , • 5' MIN • WWF (DOWNSTREAM VIEW) SEDIMENT WIRE MESH V DOT fl APPROVED PLACE NEW A.C. PAVEMENT COARSE AGGREGATE �a o$ 01%9 0 by SUBGRADE AGAINST CONCRETE SLAB FILTERED WATER °°,6o Ooo° 00 °�o o 0.914 o 00°� °o� FLOW Ooo °° °�°oQoo°moo °oo SPECIFIC APPLICATION RIGID PAVEMENT ABUTTING - - FLEXIBLE PAVEMENT OR GRAVEL °°CYJ )YooOo°° �080°0�00°00�0 000°0 THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED NOT TO SCALE FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT 0.81 HECTARES (2 ACRES) OR LESS OF DRAINAGE AREA CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. +f- 20' CONSTRUCTION SPECIFICATIONS o ° o°0O ° A. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A JNTRACTION JOINT °O o0- °o OQ ° 0.1524 0 00o O °� MINIMUM OF 300 BEYOND EACH SIDE OF THE INLET STRUCTURE. WIRE MESH WITH FILTER CLOTH ono ° o Cho°o° o�ogO�� 0.914 25 OPENINGS SHALL BE USED. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, (OPTIONAL)od�p� °o o�o6°° THE STRIPS SHALL BE OVERLAPPED. X X o.cc)O o ^^ B. COARSE AGGREGATE SHALL BE PLACED AS INDICATED IN DETAIL THE DEPTH OF STONE o 0� 0 0�00 0�o - SHALL BE AT LEAST 300 OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND > o ~ (DOWNSTREAM VIEW) BEYOND THE THE INLET OPENING AT LEAST 450 ON ALL SIDES. f V DOT fl C. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER COARSE AGGREGATE - o ADEQUATELY PERFORMS ITS FUNCTION, THE STONE MUST BE PULLED AWAY FROM 4X4 - W4.5XW4.5-��0�� c'y/` THE INLET, CLEANED AND OR REPLACED. WWF FLOW o°OO°o�'0 0.914 )RTLAND CEMENT 412� )0 o��°O� � GRAVEL SHALL BE VDOT f3, t357 OR t5 COARSE AGGREGATE CRETE PAVEMENT oo 00 o�JoOO bo 6" CRUSHED AGGREGATE VDOT 21-A CLASS I RIPRAP STANDARD SYMBOL: IP PROVIDE HEAVY DUTY, REINFORCED CONCRETE 0■81-4■05 HECTARES (2-10) ACRES OF DRAINAGE AREA GRAVEL AND WIRE MESH TRUCK PAVING WHERE SHOWN ON THE DRAWINGS AS FOLLOWS: 8" THICK CONCRETE WITH CONTROL JOINTS ON 20' CENTERS BOTH WAYS, REMOVAL OF PRACTICE DROP INLET SEDIMENT FILTER(D EXPANSION JOINTS WHERE SLAB ABUTS STRUCTURES, REINFORCED WITH 4X4 - W4.5XW4.5 WWF, UNLESS THEY WILL BE INCORPORATED INTO A PERMANENT STORMWATER AND AT LEAST 6" OF VDOT 21-A AGGREGATE SUBBASE MANAGEMENT CONTROL, CHECK DAMS MUST BE REMOVED WHEN THEIR USEFUL COMPACTED TO MIN. 95% STANDARD PROCTOR (ASTM D698). LIFE HAS BEEN COMPLETED IN TEMPORARY DITCHES AND SWALES CHECK DAMS 3 CONCRETE PAVEMENT 241 I Z42 NOT TO SCALE , SHOULD BE REMOVED AND THE DITCH FILLED IN WHEN THEY ARE NO LONGER NEEDED. IN PERMANENT STRUCTURES, CHECK DAMS SHOULD BE REMOVED WHEN A PERMANENT LINING CAN BE INSTALLED. IN THE CASE OF GRASS LINED DITCHES, CHECK DAMS SHOULD BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHOULD BE SEEDED AND MULCHED IMMEDIATELY AFTER THEY ARE REMOVED. THE USE OF THE FILTER CLOTH UNDERNEATH THE STONE WILL MAKE 2. STAPLE WIRE FENCING TO THE REMOVAL OF THE STONE EASIER. I. SET POSTS AND EXCAVATE A 100 w 100 THE POSTS. TRENCH UPSLOPE ALONG THE LINE MAINTENANCE of POSTS. 6.0' MAX 12 I/2 A.W. MESH SPACING CHECK DAMS SHOULD BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH GAUGE MIN. 6' MAX. RUNOFF -PRODUCING STORM EVENT. SEDIMENT SHOULD BE REMOVED WHEN IT l REACHES ONE HALF OF THE ORIGINAL HEIGHT OF THE MEASURE. REGULAR INSPECTIONS SHOULD BE MADE TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES.EROSION CAUSED BY HIGH FLOWS AROUND STEEL OR WOOD - 00 THE EDGES OF THE DAM SHOULD BE CORRECTED IMMEDIATELY. POST -IMBED 3.0' 30' LIGHT POLE BASE PLATE -- /- SEE ELEC DWGS 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE STANDARD SYMBOL: _♦' ��►' THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. 1" CHAMFER TYP � -3/4" NON -SHRINK GROUT INTO THE TRENCH. ROCK CHECK DAM CD oz (4) 1" DIA III 13H ANCHOR BOLTS Lip, zo io co / o 2'-6" EXTENSION OF FABRIC AND J1=111-Tll- WIRE INTO THE TRENCH. �I-1 ( (4) 1' DIA ANCHOR BOLTS COORDINATE WITH LIGHT WIRE �\ l GROUND LINE STANDARD SYMBOL: N POLE MANUFACTURER 44.0' MIN. FILTER FABRIC 1 S S S- __= L 3.0'1W � 6'�5c1 EX. PAVEMENT � LIGHT 1" PVC 0 12"x12"xi" =-1il=lit 111 POLE - INSTALLATION COPNDUIT Q � V I _ - STEEL BASE PLATE MOUNTABLE BERM - FILTER CLOTH (OPTIONAL) I. THE HEIGHT OF A SILT FENCE SHALL BE A MINIMUM OF 400 ABOVE - CONCRETE FOOTING THE ORIGINAL GROUND SURFACE AND SHALL NOT EXCEED 850 ABOVE - GROUND EX. GROUND SIDE ELEVATION GROUND ELEVATION. (8) #9 BAR AROUND CONDUCTOR WASHRACK A EX. PAVEMENT 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT PERIMETER #3 TIE SEE ELEC DWGS (OPTIONAL) TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN AT 12" OC 1 44.0' MIN. j JOINTS ARE UNAVOIDABLE, FILTER CLOTH SHALL BE SPLICED TOGETHER TYP B B olM ONLY AT A SUPPORT POST, WITH A MINIMUM 150 OVERLAP, AND BASE DETAIL BASE PLAN -� SECURELY SEALED. I�oz 10, 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 100 WIDE AND 100 DEEP ON THE UPSLOPE SIDE OF THE PROPOSED LOCATION OF THE 4 TYPICAL LIGHT POLE BASE DETAIL ,,,_,,,_,,, ":2 MIN. MEASURE. Z41 Z42 l L.--A 4. WHEN WIRE SUPPORT IS USED, STANDARD STRENGTH FILTER CLOTH NOT TO SCALE VDOT fl COARSE MAY BE USED. POSTS FOR THIS TYPE OF INSTALLATION SHALL BE AGGREGATE POSITIVE DRAINAGE PLACED A MAXIMUM OF 3000 APART (SEE PLATE 3.05-1). THE WIRE TO SEDIMENT MESH FENCE MUST BE FASTENED SECURELY TO THE UPSLOPE SIDE MUST EXTEND FULL WIDTH TRAPPING DEVICE OF THE POST USING HEAVY DUTY WIRE STAPLES AT LEAST ONE INCH TOE OF FILL OF INGRESS AND EGRESS OPERATION. LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 50 AND SHALL NOT EXTEND MORE THAN 850 -ENDWALL PLAN VIEW ABOVE THE ORIGINAL GROUND SURFACE. THE STANDARD -STRENGTH FABRIC SHALL BE STAPLED OR WIRED TO THE WIRE FENCE, AND 200 - - _ - _ - - - - -� -_ -F - - - - - - - - - - - 12.0' MIN. OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC r�-CULVERT SHALL NOT BE STAPLED TO EXISTING TREES. 0 0 3" MIN. 5. WHEN WIRE SUPPORT IS NOT USED, EXTRA -STRENGTH FILTER CLOTH Q=-1l-ll�il- SHALL BE USED. POSTS FOR THIS TYPE OF FABRIC SHALL BE PLACED -_-_-_-_- ---__ A MAXIMUM OF 1800 APART (SEE PLATE 3.05-2). THE FILTER FABRIC Li I FILTER CLOTH SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING 25 LONG (MINIMUM) HEAVY-DUTY WIRE STAPLES OR TIE WIRES SECTION A -A AND 200 OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE 0 ° _ r 0-- _ _ _ _ _ _ FABRIC SHALL NOT BE STAPLED INTO EXISTING TREES. THIS METHOD OF 0 0 6.0' MIN. INSTALLATION HAS BEEN FOUND TO BE MORE COMMONPLACE THAN f4. TOE OF FILL 6. IF A SILT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SWALE, THE MEASURE MUST BE OF SUFFICIENT LENGTH TO ELIMINATE SILT FENCE 0 0 0 ENDFLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC OR A HORSESHOE WITH THE ENDS ORIENTED UPSLOPE (SEE PLATE o j DISTANCE IS 6.0' MINIMUM IF 3.05-2). EXTRA -STRENGTH FILTER FABRIC SHALL BE USED FOR THIS U I FLOW IS TOWARD EMBANKMENT a g 0 0APPLICATION WITH A MAXIMUM 900 SPACING OF POSTS. REINFORCED CONCRETE DRAIN SPACE ALL OTHER INSTALLATION REQUIREMENTS NOTED IN f5 APPLY. 11■� 11 11� PRUNE OUT ALL DEAD, BROKEN, PLAN 7. THE 100 BY00 TRENCHSHALL HA LFAE BCACKFILLED AND THE SOIL RUBBING OR CROSSING BRANCHES,THE SECTION B-B COMPACTED RETAIN NORMAL TREE FORM 36" 18" 8. SILT FENCES SHALL BE REMOVE WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN - DOUBLE STRAND No. 12 GAUGE WIRE CONSTRUCTION SPECIFICATIONS PERMANENTLY STABILIZED. TWISTED THROUGH RUBBER HOSE MAINTENANCE FLOW � THE AREA OF THE ENTRANCE MUST BE EXCAVATED A MINIMUM OF 75 s o AND MUST BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE I. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL GALVANIZED TURNBUCKLE 41f2', a MATERIAL. THE FILTER FABRIC UNDERLINER WILL THEN BE PLACED THE FULL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED 3 PER TREE WIDTH AND LENGTH OF THE ENTRANCE. ON PAVED AREAS, PLACE FILTER FABRIC REPAIRS SHALL BE MADE IMMEDIATELY. ON PAVEMENT, NO EXCAVATION REQUIRED. 2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT exj - STAKES (3 REQUIRED) CLASS (RIPRAP FOLLOWING THE INSTALLATION OF THE FILTER CLOTH, THE STONE SHALL BE FENCE RESULTING FROM END RUNS AND UNDERCUTTING. PLACED TO THE SPECIFIED DIMENSIONS. IF WASH RACKS ARE USED,THEY VDOT f3, t357 OR 15 COARSE AGGREGATE SHOULD BE INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 3. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME REMOVE COVERING FROM TO REPLACE SILT FENCE IN 'HORSESHOE' ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CON- INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE ENTIRE BALL WHEN HIGH VELOCITY OF FLOW IS EXPECTED STRUCTED ACCORDING TO SPECIFICATIONS, CONVEYANCE OF SURFACE WATER AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE UNDER ENTRANCE, THROUGH CULVERTS, SHALL BE PROVIDED AS REQUIRED, REPLACED PROMPTLY. FIRST LATERAL ROOT FLUSH OPTIONAL STONE COMBINATION IF SUCH CONVEYANCE IS IMPOSSIBLE, THE CONSTRUCTION OF A 'MOUNTABLE' 4• SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. WITH FINISHED GRADE BERM WITH IV:5H SLOPES WILL BE PERMITTED. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY THE FILTER CLOTH UTILIZED SHALL BE A WOVEN OR NONWOVEN FABRIC CON- ONE-HALF THE HEIGHT OF THE BARRIER. 3" MULCH MAINTENANCE SISTING ONLY OF CONTINUOUS CHAIN POLYMERIC FILAMENTS OR YARNS OF 5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE -3" SOIL WELL I. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. POLYESTER. THE FABRIC SHALL BE INERT TO COMMONLY ENCOUNTERED CHEMICALS AND HYDROCARBONS, BE MILDEW AND ROT RESISTANT, AND CON- FORM TO THE PHYSICAL PROPERTIES NOTED IN TABLE 3.02-A. IS NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED. FINISHED GRADE 2. AGGREGATE SHALL BE REPLACED OR CLEANED WHEN INSPECTION REVEALS THAT CLOGGED VOIDS ARE CAUSING PONDING PROBLEMS MAINTENANCE TEMPORARY SILT FENCE WHICH INTERFERE WITH ON -SITE CONSTRUCTION. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT �F 3. SEDIMENT SHALL BE REMOVED AND THE IMPOUNDMENT RESTORED TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE - UNDISTURBED SOIL TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND RE WORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND/OR TO ONE-HALF THE DESIGN DEPTH. REMOVED SEDIMENT SHALL BE CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS -_PLANTING SOIL, SEE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR SPECIFICATION INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER \-EQUAL TO ROOT BALL PLANTING DETAIL - DECIDUOUS TREE NOT TO SCALE 4. TEMPORARY STRUCTURES SHALL BE REMOVED WHEN THEY HAVE TRUCKS TO REMOVE MATERIALS DROPPED, WASHED OR TRACKED ONTO ROAD - SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE WAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. AREA HAS BEEN PERMANENTLY STABILIZED. STANDARD SYMBOL: STANDARD SYMBOL: C.E. CULVERT INLET PROTECTION CIP STONE CONSTRUCTION ENTRANCE CE L KRAFT KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN 0 PARKING LOT EXPANSION KRAFT FOODS INC. WINCHESTER VIRGINIA N WARNING; This document is the property of the Kraft Foods Inc. Futher reproduction and/or distribution is prohibited without the express written permission of: Krafts Foods Inc., Corporate Engineering, Madison, Wisconsin. Information on this document Is not to be altered except with the written approval of the individual whose seal appears hereon. All rights of designs or inventions are reserved. L J �I GENERAL CIVIL NOTES 1. VDOT DETAILS CAN BE FOUND AT: http://www.vdot.state.va. us/LocDes/Electronic%20Pubs/2001 %2OStandards/standards. htm G F 0 ISSUE FOR CONSTRUCTION 9/02/03 D REVISION FOR PERMIT 8/29/03 C ISSUE FOR PERMIT 5/02/03 B 90% SUBMITTAL 4/01/03 A 60% SUBMITTAL 3/6/03 REV NUMBER DESCRIPTION DATE REVISIONS KRAFT FOODS INC KRAFT CORPORATE ENGINEERING E MADISON, WISCONSIN Washington Industrial/Process 9790 PATUXENT WOODS DRIVE, SUITE C PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21046 FAX: (410) 423-2570 WORK ORDER: 26518 KRAFT CONTRACT NUMBER: WASHINGTON SIGNATURES DEPARTMENT I CIVIL CHITECTURAL I STRUCTURAL I MECHANICAL ELECTRICAL P.E. MANAGER INITIALS DATE D KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM A/KRAFTPE/BDE A/KRAFT/PE/CSM DRAWING TITLE DETAILS KRAFT PROJECT NO WN 1701 DRAWING SCALE 1 "=50' PHASE coNCBPT 030o eo% ao•� i ,00 0FIN4L B CADD FILE NAME CADD PLOT SCALE �•t H Op V� � V IG R 7' DATE 5/02l03 SHEET NUMBER Z42 DRAWN BY JLW CHECKED BY 3 62 CAM A 0 410 FS A L � � PROJECT NUMBER 26518 CLASSIFICATION: COMPANY PRIVATE i 4 5 0 7 V 10 12 13 '14 15 16 17 18 PROJECT LOCATION FREDERICK COUNTY J -/- / V VIRGIN I A An alikou 1k] SITE PLAN FOR KRAFT FOODS - wil ARKING LOT EXPANSION FREDERICK COUNTY, VIRGINIA PAN e RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: EXP. DATE: THE RESPONSIBLE DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET DESCRIPTION DRAWING NO. FORTH ON THESE PLANS. SITEORIENTATION PLAN ........................................... .................................................. C01 SITEPLAN ........................................................................................................................ DETAILS ••••••••.••••••• •.s••.• .. Z42 . ....................... OWNER AND DEVELOPER: KRAFT KRAFT FOODS, INC. 220 PARK CENTER DRIVE WINCHESTER, VIRGINIA 22603 CONTACT: MICHAEL GAINES PH: (540) 678-0442 FX: (540) 545-8942 ARCHITECT AND ENGINEER: Washington 1►idustrial/Pr6cess WASHINGTON GROUP INTERNATIONAL, INC. 9790 PATUXENT WOODS DRIVE, SUITE C PHONE: (410) 423-2500 COLU M BIA, MARYLAN D 21046-2900 FAX: (410) 423-2570 Approved by the Zoning Administrator P r Zoning Administrator Signature Note: Site plan is valid for 5 years from the date of approval. Date VE'- I4i ..�-,�io.,•.�, as/.• � .., e / �- // �►� k � � � eft, ,,yyam� .aa � _.,u.� � . �4/o•::'f p�`0�•��O��r�i � ;�Vii:�U� r �/ill ��=•�' �o�� l '��'� • �••; ♦'` � �-�`�� l • VICINITY MAP 1 " = 2000' 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 17 60. =I MI am MI L K H G F -- - - - - - I- IA. R.R= 1 �' -29 \ - - - - - - - - - - - - - - - - - - - - - - - _.- - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _------------- - -- - - \ -- -- --- - I - -METAL I PROPOSED PARKING LOT 694 KEYED NOTES o�am aq I _ � 13 i I 51 SPACES I Oj PROVIDE NEW SIGN AND POST STATING - - �- _ - "MOTORCYCLE PARKING" � � �---------�--- ' -- - 7 �I I O STRIPE OUT TWO PARKINGS SPACES FOR FIRE LANE l II�II I l i i i l I l i i i i l i i �•Il�i 6 I 3 PROVIDE NEW SIGN AND POST STATING 1 - EX. BOIL`bIN LINE - D _ r - __ fiI-� r-i- -��-T r� r r T �ilfilli FIRE LANE NO PARKING WITH AN ARROW � G L J I I I I I J TO INDICATE NO PARKING BETWEEN SIGNS \ - I I ] �I OPROVIDE NEW SIGN AND POST STATING LOADING BAY / CANOPY PUMP I a "DELIVERIES ONLY" (12'X 65') o . HOUSE i ( it I VACANT g ZONED M-1 PROVIDE NEW SIGN AND POST STATING SDP 03-02 o III 1 I 43 A , 3 ° _ COMPANY VAN ° I O PROVIDE NEW STOP SIGN AND POST s r �''6 K ti n ", '',L , i O STRIPE AS SHOWN FOR CROSSWALK BU/LD/NG ADO/T/ON. F/ REFER TO SITE - - - - - OEVELOf�MENT PLANT LAN "'03-02 rI�� I I N Rr III--- 1 . 4 r BU/LD/NG �w ADO/T/ON. REFER �' I�--- �=�s� I -J I -- -L-- - it / TO SITE DEVELOPMENT � m y---�--------i-------�---- --� it "IT-------;-------�---------- --�I -------- L TEMPORARY TRA/LEF? PARK/NG SPACES sHowN oNt _ _ _ S/TE' DEVELOPMENT PLAN o BU/LD/NG -------- ----- -}� m< I ADD/T/ON. REFER-- --- ------�------�---- --- tII `� �A BB95 TO SITE DEVELOPMENT III _ _ _ �I PLAN �/ 1 EXIST. ASPHALT PAVING X BU/LD/NG - O R E R ADO/ T/N.E E TO S/ E OEVELORMENT a BUILD/NG ADD/T/ON FLAN `OS 02 Z rt --- - -- it O RT` EFER O S/TE DEVELOPMENT ° m �, -- 4 BUILD1NG 4 � _ ADDIT/ON. REFER BUILD/NG �- - - - - - TO SITE - PLAN °i`54-09 TO S/7-E DEVELOPMENT PLAN "'52-99 5I �_ T LID I L--- --- --i m CANOPY - - - -_ _ �--- -- -I--- ---,---- _ � � - - - - --- = ADD/T /ON, 2 E T. --- REFER TO S/TE LO ADI O BAYS --- _ DEVELOPMENT PLAN(12 I= - I / I GREEN BAY PACK I ' 7 EXIST. LOADING BAYS E Y w I 59 I( A \ (12 X 65) 5 EXIST. LOADING BAYS S/TE w (12X65) � ' � CH/LEER FAD I m I I EXIST. CONCRETE PAVING I (8" CONC. ON 6" DGAB) EX. BUILDING LINE I 75' BUILDING SETBACK-- - -- L - - - - -- - - - - -- - - -------- - -- - - --- - --- - - - ti I Ir rI I I - - - - ------ -- --- - -------- ONE WAY TRAFFIC-; =50.00'' / EXIST. TRUCK TR�JCK � EXIT -ENT S 47° 22' 104 . - - WEST BROOKE ROAD (ROUTE 1320) - I --- - -- - _ POSTED SPEED=35 M.P.H. -- - - - - - - -- - - 703.00' I E VDOT G EN ERAL NOTES � SITE ORI€N I A 11UN RLAN CRIDER 8 SHOCKEY GROUP OF WN _ ZONED M-1 I D C B A 1. 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 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 GOVERN. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION AND VOSH RULES AND REGULATIONS. 3. 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 VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD AND BRIDGE SPECIFICATIONS, SECTION 104.04-C. 4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. 5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION 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. 7. 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. 8. 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, SEC. 3,02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. FLOOR AREAS EXISTING MANUFACTURING = 295,558 SF EXISTING OFFICE SPACE = 19,643 SF GROSS FLOOR AREA = 315,201 SF OUTDOOR EMPLOYEE BREAK AREA = 1,334 SF TOTAL FLOOR AREA = 316,535 SF FLOOR AREA RATIO 316,530 SF/(30 X 43560) 0.2422 LANDSCAPE CALCULATIONS EXISTING IMPERVIOUS AREA= 599,248 SF PROPOSED IMPERVIOUS AREA = 15,320 SF TOTAL IMPERVIOUS AREA = 614,568 SF TOTAL LANDSCAPE AREA = 242,275 SF 1 TREE PER 2,000 SF = 8 TREES PROPOSED PARKING AREA = 51 SPACES 1 TREE PER 10 PARKING SPACES = 6 TREES TOTAL TREES REQUIRED = 14 TREES SCALE: 1 " = 50' 54 HA)) 360 PARKING ANALYSIS PARKING SPACES REQUIRED FOR MANUFACTURING SPACE PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: 3 PARKING SPACES PER 4 EMPLOYEES ON THE MAXIMUM WORKING SHIFT. NUMBER OF EMPLOYEES ON THE MAXIMUM WORKING SHIFT (EXISTING) PER KRAFT FOODS = 114 (228 DURING SHIFT OVERLAPS) NUMBER OF PARKING SPACES REQUIRED FOR MANUFACTURING = 86 (172 DURING SHIFT OVERLAPS) PARKING SPACES REQUIRED FOR OFFICE SPACE PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: 1 PARKING SPACE PER 250 SQ. FT. OF FLOOR AREA EXISTING OFFICE AREA = 19,643 SO. FT. TOTAL OFFICE AREA = 19,643 SQ. FT./250 SQ. FT. = 79 SPACES TOTAL PARKING REQUIRED = 165 SPACES (251 DURING SHIFT OVERLAPS) EXISTING PARKING PROVIDED = 291 SPACES PROPOSED PARKING = 51 SPACES TOTAL PARKING PROVIDED = 342 TOTAL HANDICAP SPACES REQUIRED = 7, 1 VAN ACCESSIBLE (PER ADA) TOTAL HANDICAP SPACES PROVIDED = 7, 1 VAN ACCESSIBLE KRAFT KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN EXPANSIONPARKING LOT KRAFT FOODS WINCHESTER, VIRGINIA This document Is the property of the Kraft Foods Inc. Futhar reproduction ancLor distribution is prohibited without the express written permission of: Krafts Foods Inc , Corporate EngIneeiring, Madison, Wisconsin. Information on this document is not to be altered except with the written approval of the nolividual whose seal appears hereon. All rights of designs or inventions are A 111 1 1 1 11 1 ISSUE FOR CONSTRUCTION• 1 REVISION•- PERMIT•1 0ISSUE FORPERMIT 1 1 •1 / ••• - ♦ •..•. Q P 0 N AM L K 1 H G F E SITE PLAN NOTES (D Washington 1. PARCEL AREA: 30.00 ACRES 2. ZONING: M-1 Industrial/Process 3. USE: MANUFACTURING 9790 PATUXENT WOODS DRIVE, SUITE C PHONE: (410) 423-2500 4. PROPERTY IDENTIFICATION #: 54 ((A)) 36H COLUMBIA, MARYLAND21046 FAX: (410) 423-2570 5. MAGISTERIAL DISTRICT: STONEWALL WORK ORDER: 26518 KRAFTCONTRACTNUMBER: 6. BUILDING SETBACK REQUIREMENTS IN ZONING DISTRICT M-1 PER THE D FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: WASHINGTON SIGNATURES -FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS = 75' DEPARTMENT CIVIL ARCHMECTURAL STRUCTURAL MECHANICAL ELECTRICAL P.E.MANAGER -FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS = 75' INITIALS -SIDE YARD SETBACK = 25' DATE -REAR YARD SETBACK = 25' BUILDING SETBACKS PROVIDED: -SIDE YARD BUILDING SETBACK PROVIDED TO THE WEST= 595.0' -FRONT YARD BUILDING SETBACK PROVIDED TO THE SOUTH = 75.0' -ADDITIONAL SIDE YARD BUILDING SETBACKS = N/A -REAR YARD SETBACKS = N/A KRAFT RELEASE FOR CONSTRUCTION 7. SIGHT DISTANCES = A/KRAFT/PE/PM A/KRAFT/PE(BDE A/KRAFT/PE/CSM -THE POSTED SPEED LIMIT ON WEST BROOKE ROAD IS 35 M.P.H. -SIGHT DISTANCE ON WEST BROOKE ROAD IS EQUAL TO OR GREATER THAN 350 FEET AT THE PROPOSED ENTRANCE LOCATION. DRAWING TInE -THE POSTED SPEED LIMIT ON PARK CENTER DRIVE IS 35 M.P.H. -SIGHT DISTANCE ON PARK CENTER DRIVE IS EQUAL TO OR GREATER THAN 350 FEET AT EACH EXISTING ENTRANCE LOCATION. SITE ORIENTATION PLAN 8. TRIP GENERATION TRAFFIC VOLUME = 840 VEHICLES PER DAY 9. MAXIMUM BUILDING HEIGHT FOR ZONING DISTRICT M-1 IS 60' PER SECTION 165-83A OF THE FREDERICK COUNTY ZONING ORDINANCE. THE HEIGHT OF THE PROPOSED BUILDING IS LESS THAN 60'. KRAFT PROJECT NO DRAWING SCALE PHASE 10. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING WN 1701 1'=50' B UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. CADD FILE NAME CADD PLOT SCALE ❑CONCEPT 1330°° ❑ 60°' 090" ■ 100% ❑ FINAL 11. ROOF RUN-OFF SHALL BE CONVEYED AWAY FROM THE BUILDING EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS OR TIED DIRECTLY TO EXISTING STORM DRAINAGE SYSTEM. THIS WORK SHALL BE COORDINATED DIRECTLY DATE SHEET NUMBER WITH OWNER, WITH ADDITIONAL PLAN INFORMATION PROVIDED AS ONTH OF 1, 5/02/03 NECESSARY BY ENGINEER. WN BYRA 12. ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM TO THE STANDARDS �y DRAWN OF THE FREDERICK COUNTY ZONING ORDINANCE. q CJLW HECKED BY C01 62 CAM 13. NO OUTDOOR STORAGE IS PROPOSED WITH THIS ADDITION. CRAI ER 14. THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES. A 15. ALL LIGHTING SHALL BE DIRECTED AWAY OR SHIELDED FROM PROJECT NUMBER ADJOINING PROPERTIES 26518 F / A L CLASSIFICATION: COMPANY PRIVATE A C 7 I 10 12 14 15 16 17 I 1 I 2 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I ti I 12 I 13 I 14 15 I 16 I 17 I 18 KEYED CONSTRUCTION NOTES 0 0 N M L K J H G F E ❑1 l! 0 COMBINATION CURB & GUTTER VDOT STD CG6 --------------------- ASPHALTIC CONCRETE 1 -------1�r---a-9- LOB- ' °- 7 " _ --___ 41 Z4 R - 1616.9J �T - --- -___ _________ _ ® GAS A= 2 5 7- 81 FT _ MK R RAILROAD RAIL T- 129.18 FT CH- S 51 ° 56` 27" W 257. 53 FT INTX" R" R= -- ---- -- STA" 8+89.2 - - - - ----_- _- - -�: -fir-SUMAC--------- TA = _------_ 6 EL �� 04 "SUMAC � a I��S--- --- - --_= - _ _. ___ TA 2 24'L 0q L O ©4 "WA . - 69 .11 F i '-----_- " � 4 "S MAC CO - - - -- __ - --- - m o BC 695.64 9 / - - _ WALL ------- --- o O - - _ - - 0 -- • c9 R TIE TWA - - - -- -- CHBO � + - - - - o- - - --- ------ - -------------------------- ------------------------------ --- --- --- -- -- __ __ ! 4 AS T.-;- ��'�� 5 "PEA '- 0 25' BUILDING SETBACK + 4.. ......®,.. f LSD STA 1+00 12'L -..... _.. l - .. f • + cn ( - a - ----- �K R BC ..._695--31 I l 1 I V 690.3 Q X, CONCRETE PAVING 3 !--�®®--- ��'` + 6-9 a . �I' 5 P . 41 Z4 TYPICAL PARKING SPACE 9'x2t}' o P , %I ►� \` WIk I—----'a--'----------T------'---- -- s` I S ® CATV POLE / STA 3*3, L4'I� 69 4� O �0 „PEAR G Ij , G STA 1+00 12'R I 1 BC 694.83 ST 4 +58 311R # 0 i 1 STA -1}C 7 �4 >R Tr cis 36 .. 1 II ---- .,, . BC 694.36 V. - ---- _ r - ►-- ' /% II S S S f I II I I I I I CL, I I I I I I � �— � � I/TA 21'58 417'R i POE S I N ) StCI 4+1 5 l POLE BASE 4 C 69 ,.30POLEPASE 4 4�. 13OLE OASIE �I 1 4 I I I I I I �� ? STA 1+39 39' �TA 2+199 �9'R 41 Z4 i v h/' ------------- 41 Z 4 STA 2 19 39' R 41 Z 4 STA 3.74 27'R 00 'i I� INV 691.81 I SCE 6 SIDEWALK 2 , STONE FOR EROSION CONTROL 1 41 Z4 O 41 Z4 ' I ' CG CG 1 , ------------------ I I I I I I I I I I 1 (�----�----I----�---�-- �-- -- ----- - ----I----�---�----�----�---� ��% 1 III I I I I I I I I I 1 I I I I I I I I I j � I i i i i i i i I 1 I I I I I I I I I I 1 Q m Cn I; of rT c i � 1 1 to 1 Lj —74 \II�i / 1 i PLANT LIST ACER RUBRUM (RED MAPLE) 8 @ 2" - 21/2" CAL. 10' - 12' HT. PLATINUS X ACERFOLIA (LONDON PLANE TREE) 6 2" - 21/2" CAL. 10' - 12' HT. 1 SITE PLAN SCALE: 1 " = 20' X 4 uRr �88 86 0 18'' WIDE CURB CUT O15'' RCP WITH VDOT FLARED END SECTIONS ORESTRIPE EXISTING PARKING LOT AS SHOWN TO PROVIDE A CROSSWALK FROM PROPOSED PARKING LOT TO SIDEWALK. REFER TO SHEET C01 FOR ADDITIONAL SRTIPING REQUIREMENTS. OPROVIDE A NEW STOP SIGN AT THE EXIT OF THE EXISTING PARKING LOT TO PARK CENTER DRIVE. SEE SHEET C01 FOR ADDITIONAL SIGNAGE REQUIREMENTS. x x_ PLANT N GRAPHIC SCALE 20 10 0 20 40 SCALE: 1' = 20' KRAFT KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN 0 PARKING LOT EXPANSION KRAFT FOODS INC. WINCHESTER, VIRGINIA WARNING: This document Is the property of the Kraft Foods Inc. Futher reproduction andor distribution is prohibited without the express written permission of: Krafts Foods Inc., Corporate Engineering, Madison, Wisconsin. Information on this document Is not to be altered except with the written approval of the individual whose seal appears hereon- All rights of designs or inventions are reserved. GENERAL CIVIL NOTES 1. CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED AND SHALL PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK WILL BE IN ACCORDANCE WITH TH E APPLICABLE STANDARDS AND CONTRACT SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH, COUNTY OF FREDERICK, AND THE CONTRACT DOCUMENTS. MEASUREMENT AND PAYMENT CLAUSES DO NOT APPLY, 2. ANY DISCREPENCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS,AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES, WITHOUT CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE CONTRACTOR'S RISK. 3. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED PRIOR TO STARTING WORK AND SHALL ADHERE TO THE CONDITIONS IMPOSED, 4. EXISTING TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON FIELD SURVEY PERFORMED BY GREENWAY ENGINEERING, FEB 2003. EXISTING UTILITY INFORMATION IS BASED ON THAT SAME SURVEY AND INFORMATION OBTAINED FROM THE OWNER, AND SHALL BE CONSIDERED APPROXIMATE, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT, ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 6. CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY CONFLICTS WITH EXISTING AND PROPOSED UTILITIES. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES. ANY DAMAGE INCURRED SHALL BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE. 7. CALL "MISS UTILITY" (1-800-552-7001) FORTY-EIGHT(48) HOURS PRIOR TO ANY EXCAVATION. 8. CLEARANCE AT ALL UTILITIES MINIMUM OF V-0". 9. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS, UNLESS OTHERWISE NOTED. 10. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. 11. ANY UNSUITABLE OR EXCESS MATERIAL SHALL BE IMMEDIATELY LOADED AND HAULED TO AN OFFSITE DISPOSAL AREA APPROVED BY FREDERICK COUNTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE APPROVAL FOR OFFSITE DISPOSAL AREAS. 12. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSEOF THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE GEOTECHNICAL ENGINEER / OWNER. 13. ACCESS BY EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. PARKED CARS, CONSTRUCTION MATERIALS, SOIL STOCKPILES, ETC MUST NOT IMPEDE ACCESS TO FIRE HYDRANTS AT ANY TIME. 14, SEE Z42 FOR EROSION AND SEDIMENT CONTROL DETAILS 0 1 ISSUE FOR CONSTRUCTION 9/02/03 D REVISION FOR PERMIT 8/29/03 C ISSUE FOR PERMIT 5/02/03 B 90% SUBMITTAL 4/01/03 A 60% SUBMITTAL 3/6/03 REV NUMBER DESCRIPTION DATE REVISIONS KRAFT FOODS INC. KRAFT CORPORATE ENGINEERING MADISON, WISCONSIN " Washington Industrial/Process 9790 PATUXENT WOODS DRIVE, SUITE C PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21046 FAX: (410) 423-2570 WORK ORDER: 26518 KRAFT CONTRACT NUMBER: WASHINGTON SIGNATURES DEPARTMENT CIVIL ITECTURAL STRUCTURAL MECHANICAL ELECTRICAL P.E. I MANAGER NITIALS DATE KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM A/KRAFT/PE/BDE A/KRAFT/PE/CSM DRAWING TITLE SITE PLAN EROSION AND SED. CONTROL PLAN KRAFT PROJECT NO DRAWING SCALE PHASE WN 1701 CADD FILE NAME CADD PLOT SCALE ❑ CDNCEPT 1330% ❑ 80% ❑eo^s i 100% ❑ FINAL DATE H OF V' 5/02/03 SHEET NUMBER � Z DRAWN BY JLW U RAIOG . ER CHECKED BY Z41 62 CAM F g PROJECT NUMBER 26518 7 ALS CLASSIFICATION: 11 COMPANY PRIVATE N M L K H F E 0 5 5 0 7 n 0 10 12 13 14 15 16 17 u n N L K J r a H G F 24* 3W 0 C B 1 1 2 1 3 1 4 1.5" HOT ASPHALTIC CONCRETE SURFACE SM-12.5A 4' BASE MIX BM-25.0 -10" CRUSHED AGGREGATE BASE TYPE I, 21-B oMi 0 o COMPACTED TO 95% STANDARD PROCTOR s - - DENSITY. SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. ASPHALTIC CONCRETE PAVEMENT SECTION Z41 I Z42 NOT TO SCALE a A K� DETjW_ I 5 I 6 7 WIDTH VARIES, SEE PLAN FINISHED -c SLOPE," PER FOOT GRADE _ IN DIRECTION OF 4" 2" SURFACE DRAINAGE CV :� III -III -III o ° --- 110111-III-III OIIOIII-III �* CONCRETE 6" x 6" - W2.9 x W2.9 WWM. SUBBASE BREAK WWM AT CONTROL AND EXPANSION JOINTS NOTE: CONTROL JOINTS SPACED AT T TO 5' INTERVALS SHALL BE INSTALLED IN THE SIDEWALK CONCRETE TO FORM SQUARE PANELS. EXPANSION JOINTS SHALL BE PLACED WHERE SIDEWALKS ABUTT EXISTING STRUCTURES. SEE DETAIL 1 ON Z03 FOR JOINT DETAILS �2� SIDEWALK DETAIL 241 Z42 NOT TO SCALE St0T*N A -A �Cl WN A -A I TES= i sag C 1 6 W_ ilai UKO�tPi�� S W TO � L> 2- as S[e6mMdtr rdjffl offAdjakfta OEtsfaC OMM f&d1W !9F&f ffil2• IF iWL qt EktMC-IM 03 SrEIAFED -0-w P- AA"% C0N5T00fWk1 IS TO EIE di W7a•i CETAL 2 SNWd J=;rE 3 •C30TEGL E FASM 70 E r1MU " WIM J EL EROWX t=MGL STONE 40 ac IN'CE 1uh1 ,41E SKCFCWNNM_ #- i - DETER 4w 4+w&R wLwgr OR EFM FOR 8M_ ELLP7KAL 4I Ala;14 OXII N - DYER 4W �'rc4F OIr Ia5EAnc ;SIT FOR 81D�L.ELI $ 4R �L SE IT 'Act %om gn F'4mr; q! Rqt VK!V_V 'C. 4OT ftu web M* C icr emb • nxicm gmsrm GrKm g: wKLNW_ qXVUW Lao" �s 6E-1 ,a- Cuds L 2- iz_q= !• STONE FOR EROSION CONTROL iM TES: 3 iE 0EM u i BE FRECjW W CYST :9 PLACE 2. ATE im a*- cuot A3 r CI&7 N ftAx &M P51 IF FIECANz QL ddNk1MW!II li Coil T. 00 w* ffmom i ww4 ,; IfF FEET 04 ILESS MOW F,NE OF CEM • HWILL A- L0 USE W P 0AMM 4PEIIi- DRAVOKE lill1i 7111'E mmul E 7E cum +m BE C900111111111MM gqwLEL TID ;ME A Q99111111E e5OWR5 NO FQ '011 KP`04 OF UE fPMENEW. fi- In CLIB Wiff E om 91" W=R 94K6 12 JZ ilk+ OR L EM 4P� AW45 111�4111 0% 4r z tm 94 GLOM tMIA #, 11.1119l.111It AKX if now W3111'a7 • 1cm dc cxCEmEIP STMdOWi Orr-7 IS Q - D TAT. - , • i i - a IN - - - - . t _ t - r - Ar . t i - +-- - - - -- TW BO'% MM OF TIE CUFS AND �+ CEfTBt Lbfr BE COMS7f41111i PA:bUEL TO TW 5LOPE 4W ucrft vr 7- TM$ �4�JC iilyT � t�9t1�TE A,T TIE OPINCE OF TOE CN1 =(K NOT TO SCALE 8 1 9 1 10 1 12 1 13 1 14 1 15 1 16 I 17 I 18 TEJ REQUIRED AT I INTERSECTION OF PAVEMENTS 1 450 MIN GRAVEL * (300 MIN DEPTH) 0 HEAVY DUTY CONCRETE o0 0.1524 �0 ° RUNOFF WATER - PAVEMENT PAVEMENT _ -i O��, °O OQ _o0 0g000 WITH SEDIMENT ° a° SEE JOINT FILTER CLOTH oo° °��oOo oovo C 0.914 i SEAL DETAIL (OPTIONAL) �o °0° _\\� °°k q 1.5" SM-2A ° . ° °' e ',6 ° : ° 3" BM-2 °c� Xa-eX- X°D= n0 =III-111�ill=III- ' s / I \\ \FILTER FABRIC OVER SEDIMENT ``' WIRE MESH •Q�dq�t• b •...:�. tiD •'y • ' • ' !DOWNSTREAM VIEW) `�'` 'Fid.yi� b �.. �.yg. 5' MIN. WWF V DOT fI _ COARSE AGGREGATE OO° MIN NON -EXTRUDING APPROVED PLACE NEW A.C. PAVEMENT 0 0 0 JOINT FILLER STRIP SUBGRADE AGAINST CONCRETE SLAB �� o$°� �'s'/�, FILTERED WATER o 0 -EDGE EXPANSION RIGID PAVEMENT ABUTTING FLOW_ og�°°�oo0o°oC�°oo000oo�ooOO 0.914 THIICKENED�SPECIFIC APPLICATION ��o of JOINT (TEJ) DETAIL FLEXIBLE PAVEMENT OR GRAVEL _ �Ck�)n00000 Q 0 0 °0o` 0 ooO° 0 W _ THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED NOT TO SCALE FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT 0.81 HECTARES (2 ACRES) OR LESS OF DRAINAGE AREA CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. +/- 20' +/- 20' r CONSTRUCTION SPECIFICATIONS 000 °o A. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A CONTRACTION JOINT 0J-) ° OQ °0 O.IogoO° �j°� MINIMUM OF 300 BEYOND EACH SIDE OF THE INLET STRUCTURE. WIRE MESH WITH SEE PLANS FILTER CLOTH �o°o Cfboo o °°Oo 0.914 25 OPENINGS SHALL BE USED. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, - --- �° o°� o C�oO o0 0 k_X_ �* (OPTIONAL) �0�0° QOo° THE STRIPS SHALL BE OVERLAPPED. B. COARSE AGGREGATE SHALL BE PLACED AS INDICATED IN DETAIL THE DEPTH OF STONE ° • o j SHALL BE AT LEAST 300 OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND ° �'� (DOWNSTREAM VIEW) BEYOND THE THE INLET OPENING AT LEAST 450 ON ALL SIDES. °8�0°°8�0° Sao° oo. Sao o ° ° / V DOT fI C. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER COARSE AGGREGATE C(Do ADEQUATELY PERFORMS ITS FUNCTION, THE STONE MUST BE PULLED AWAY FROM W4.5XW4.5 vou `�Cp ,2yk THE INLET, CLEANED AND OR REPLACED. APPROVED WWF FLOW 00�0 0.914 SUBGRADE 8" PORTLAND CEMENT - g O�o * GRAVEL SHALL BE VDOT f3, t357 OR t5 COARSE AGGREGATE CONCRETE PAVEMENT ° 0 0000 0 0 \' 6" CRUSHED AGGREGATE VDOT 21-A CLASS I RIPRAP STANDARD SYMBOL: IP PROVIDE HEAVY DUTY, REINFORCED CONCRETE 0■81-4.05 HECTARES (2-10) ACRES OF DRAINAGE AREA GRAVEL AND WIRE MESH TRUCK PAVING WHERE SHOWN ON THE DRAWINGS AS FOLLOWS: 8" THICK CONCRETE WITH CONTROL JOINTS ON 20' CENTERS BOTH WAYS, REMOVAL OF PRACTICE PROP INLET SEDIMENT FILTER IP EXPANSION JOINTS WHERE SLAB ABUTS STRUCTURES, REINFORCED WITH 4X4 - W4.5XW4.5 WWF, AND AT LEAST 6" OF VDOT 21-A AGGREGATE SUBBASE COMPACTED TO MIN. 95% STANDARD PROCTOR (ASTM D698), /'__3� CONCRETE PAVEMENT Z41 I Z42 NOT TO SCALE 30' LIGHT POLE BASE PLATE SEE ELEC DWGS 1" CHAMFER TYP 3/4" NON -SHRINK GROUT (4) 1" DIA ANCHOR BOLTS - zo zo -0 4 2,_6" II (4) 1" DIA ANCHOR BOLTS COORDINATE WITH LIGHT <QI I i POLE MANUFACTURER CV 0. LIGHT 1 " PVC - POLE 0 { -} CONDUIT TYP _ -GROUND (8) #9 BAR AROUND CONDUCTOR PERIMETER #3 TIE SEE ELEC DWGS AT 12" OC TYP BASE DETAIL BASE PLAN //' 4 TYPICAL LIGHT POLE BASE DETAIL 1■� 11 MIN Nj 6 Z41 I ?42 NOT T ^v SCALE 12"x12"x1" STEEL BASE PLATE CONCRETE FOOTING TOE OF FILL �ENDWALL ---- - --- --- -t CULVERT Q ----- - - - - -o-C=-=1- o-- -- -- - - - 0 0 TOE OF FILL ao � o0 SILT FENCE o I DISTANCE IS 6.0' MINIMUM IF U_ FLOW IS TOWARD EMBANKMENT NORTH ® PRUNE OUT ALL DEAD, BROKEN, PLAN NEVER REMOVE RUBBING OR CROSSING BRANCHES, A LEADER- RETAIN NORMAL TREE FORM 1200 1209 -- DOUBLE STRAND No. 12 GAUGE WIRE TWISTED THROUGH RUBBER HOSE FLOW z- a HOSE OVER WIRE- 1200 " WIRE GUY DOUBLE KNOT, HEAVY GAUGE SURVEYORS FLAGGING, 1 PER WIRE 0 �I 0 I N GALVANIZED TURNBUCKLE 41/2'', o 0 / 3 PER TREE / STAKES (3 REQUIRED) CLASS IRIPRAP VDOT f3, ±357 OR t5 COARSE AGGREGATE REMOVE COVERING FROM TO REPLACE SILT FENCE IN 'HORSESHOE' ENTIRE BALL WHEN HIGH VELOCITY OF FLOW IS EXPECTED / FIRST LATERAL ROOT FLUSH OPTIONAL STONE COMBINATION / WITH FINISHED GRADE 3'' MULCH MAINTENANCE 3" SOIL WELL I. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. FINISHED GRADE 2. AGGREGATE SHALL BE REPLACED OR CLEANED WHEN INSPECTION REVEALS THAT CLOGGED VOIDS ARE CAUSING PONDING PROBLEMS WHICH INTERFERE WITH ON -SITE CONSTRUCTION. 3. SEDIMENT SHALL BE REMOVED AND THE IMPOUNDMENT RESTORED - UNDISTURBED SOIL TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT PLANTING SOIL, SEE WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. SPECIFICATION I� -EQUAL TO ROOT BALL PLANTING DETAIL - DECIDUOUS TREE NOT TO SCALE 4. TEMPORARY STRUCTURES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. STANDARD SYMBOL: CULVERT INLET PROTECTION CIP UNLESS THEY WILL BE INCORPORATED INTO A PERMANENT STORMWATER MANAGEMENT CONTROL, CHECK DAMS MUST BE REMOVED WHEN THEIR USEFUL LIFE HAS BEEN COMPLETED. IN TEMPORARY DITCHES AND SWALES,CHECK DAMS SHOULD BE REMOVED AND THE DITCH FILLED IN WHEN THEY ARE NO LONGER NEEDED. IN PERMANENT STRUCTURES, CHECK DAMS SHOULD BE REMOVED WHEN A PERMANENT LINING CAN BE INSTALLED. IN THE CASE OF GRASS LINED DITCHES, CHECK DAMS SHOULD BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHOULD BE SEEDED AND MULCHED IMMEDIATELY AFTER THEY ARE REMOVED. THE USE OF THE FILTER CLOTH UNDERNEATH THE STONE WILL MAKE 2. STAPLE WIRE FENCING TO THE REMOVAL OF THE STONE EASIER. I. SET POSTS AND EXCAVATE A 100 w 100 THE POSTS. TRENCH UPSLOPE ALONG THE LINE MAINTENANCE of POSTS. 6.0' MAX 12 I/2 A.W. MESH SPACING CHECK DAMS SHOULD BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH GAUGE MIN. 6' MAX, RUNOFF -PRODUCING STORM EVENT. SEDIMENT SHOULD BE REMOVED WHEN IT I REACHES ONE HALF OF THE ORIGINAL HEIGHT OF THE MEASURE. REGULAR INSPECTIONS SHOULD BE MADE TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. EROSION CAUSED BY HIGH FLOWS AROUND STEEL OR WOOD 00 THE EDGES OF THE DAM SHOULD BE CORRECTED IMMEDIATELY. POST -IMBED 3.0' 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE STANDARD SYMBOL:♦' ��' THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. ROCK CHECK DAM" ,, 9:CD 5,....,v. fair• EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. WIRE GROUND LINE STANDARD SYMBOL: FILTER FABRIC 44.0' MIN. <( I< S S S 3.0' 6' �5:1 EX. PAVEMENT =1�I INSTALLATION FILTER CLOTH MOUNTABLE BERM (OPTIONAL) I. THE HEIGHT OF A SILT FENCE SHALL BE A MINIMUM OF 400 ABOVE THE ORIGINAL GROUND SURFACE AND SHALL NOT EXCEED 850 ABOVE EX. GROUND SIDE ELEVATION GROUND ELEVATION. WASHRACK EX. PAVEMENT 2• THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT (OPTIONAL) -� 44.0' MIN. �A TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE UNAVOIDABLE, FILTER CLOTH SHALL BE SPLICED TOGETHER g g ONLY AT A SUPPORT POST, WITH A MINIMUM 150 OVERLAP, AND = SECURELY SEALED. III o z 10, 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 100 WIDE AND 100 III N MIN. DEEP ON THE UPSLOPE SIDE OF THE PROPOSED LOCATION OF THE III=III=III MEASURE. A 4. WHEN WIRE SUPPORT IS USED, STANDARD STRENGTH FILTER CLOTH VDOT f1 COARSE ' MAY BE USED. POSTS FOR THIS TYPE OF INSTALLATION SHALL BE AGGREGATE POSITIVE DRAINAGE I PLACED A MAXIMUM OF 3000 APART (SEE PLATE 3.05-1). THE WIRE TO SEDIMENT MESH FENCE MUST BE FASTENED SECURELY TO THE UPSLOPE SIDE • MUST EXTEND FULL WIDTH TRAPPING DEVICE OF THE POST USING HEAVY DUTY WIRE STAPLES AT LEAST ONE INCH OF INGRESS AND EGRESS OPERATION. LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 50 AND SHALL NOT EXTEND MORE THAN 850 PLAN VIEW ABOVE THE ORIGINAL GROUND SURFACE. THE STANDARD -STRENGTH FABRIC SHALL BE STAPLED OR WIRED TO THE WIRE FENCE, AND 200 12.0' MIN. OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. P 3" MIN. 5. WHEN WIRE SUPPORT IS NOT USED, EXTRA -STRENGTH FILTER CLOTH =�1TI=1TI-il- o SHALL BE USED. POSTS FOR THIS TYPE OF FABRIC SHALL BE PLACED / A MAXIMUM OF 1800 APART (SEE PLATE 3.05-2). THE FILTER FABRIC FILTER CLOTH J SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING 25 LONG (MINIMUM) HEAVY-DUTY WIRE STAPLES OR TIE WIRES SECTION A -A AND 200 OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT BE STAPLED INTO EXISTING TREES. THIS METHOD OF 6.0' MIN. INSTALLATION HAS BEEN FOUND TO BE MORE COMMONPLACE THAN t4. 6. IF A SILT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SWALE, THE MEASURE MUST BE OF SUFFICIENT LENGTH TO ELIMINATE ENDFLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC OR A HORSESHOE WITH THE ENDS ORIENTED UPSLOPE (SEE PLATE 3.05-2). EXTRA -STRENGTH FILTER FABRIC SHALL BE USED FOR THIS g o o APPLICATION WITH A MAXIMUM 900 SPACING OF POSTS. REINFORCED CONCRETE DRAIN SPACE ALL OTHER INSTALLATION REQUIREMENTS NOTED IN f5 APPLY. SECTION B-B 7 COMPACTED OVTHE 100 BY OER TRENCH THE FILTERLBE FABRIBCACKFILLED AND THE SOIL 8. SILT FENCES SHALL BE REMOVE WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE,BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN CONSTRUCTION SPECIFICATIONS PERMANENTLY STABILIZED. THE AREA OF THE ENTRANCE MUST BE EXCAVATED A MINIMUM OF 75 MAINTENANCE AND MUST BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE I. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL MATERIAL. THE FILTER FABRIC UNDERLINER WILL THEN BE PLACED THE FULL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED WIDTH AND LENGTH OF THE ENTRANCE. ON PAVED AREAS, PLACE FILTER FABRIC REPAIRS SHALL BE MADE IMMEDIATELY. ON PAVEMENT, NO EXCAVATION REQUIRED. 2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FOLLOWING THE INSTALLATION OF THE FILTER CLOTH, THE STONE SHALL BE FENCE RESULTING FROM END RUNS AND UNDERCUTTING. PLACED TO THE SPECIFIED DIMENSIONS. IF WASH RACKS ARE USED,THEY SHOULD BE INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 3. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CON- INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE STRUCTED ACCORDING TO SPECIFICATIONS, CONVEYANCE OF SURFACE WATER AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE UNDER ENTRANCE, THROUGH CULVERTS,SHALL BE PROVIDED AS REQUIRED, REPLACED PROMPTLY. IF SUCH CONVEYANCE IS IMPOSSIBLE, THE CONSTRUCTION OF A 'MOUNTABLE' 4• SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. BERM WITH IV:5H SLOPES WILL BE PERMITTED. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY THE FILTER CLOTH UTILIZED SHALL BE A WOVEN OR NONWOVEN FABRIC CON- ONE-HALF THE HEIGHT OF THE BARRIER. SISTING ONLY OF CONTINUOUS CHAIN POLYMERIC FILAMENTS OR YARNS OF 5• ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE POLYESTER.THE FABRIC SHALL BE INERT TO COMMONLY ENCOUNTERED IS NO LONGER REQUIRED,SHALL BE DRESSED TO CONFORM WITH THE CHEMICALS AND HYDROCARBONS, BE MILDEW AND ROT RESISTANT, AND CON- EXISTING GRADE, PREPARED, AND SEEDED. FORM TO THE PHYSICAL PROPERTIES NOTED IN TABLE 3.02-A. MAINTENANCE TEMPORARY SILT FENCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT SF TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND RE- WORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED OR TRACKED ONTO ROAD- WAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. STANDARD SYMBOL: C.E. � STONE CONSTRUCTION ENTRANCE A COMBINATION B'' CURB & GUTTER WR TAGM 9Y#Wf1E6T 9F =?I;bVW1AM oina 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Q KRAFT P KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN 0 PARKING LOT EXPANSION KRAFT FOODS INC. WINCHESTER, VIRGINIA N WARNING: This document is the property of the Kraft Foods Inc. Fulher reproduction and/or distribution is prohibited without the express written permission of: Krafts Foods Inc., Corporate Engineering Madison, Wisconsin. Information on this document Is not to be altered except with the written approval of the individual whose seal appears hereon- All rights of designs or inventions are reserved. GENERAL CIVIL NOTES 0 ISSUE FOR CONSTRUCTI( D REVISION FOR PERMIT C ISSUE FOR PERMIT B 90% SUBMITTAL A 60% SUBMITTAL REV NUMBER DESCRIPTION REVISIONS KRAFT FOODS INC. KRAFT CORPORATE ENGINEERING MADISON, WISCONSIN 9/02/03 8/29/03 5/02/03 4/01 /03 3/6/03 DATE Washington 0 Industrial/Process 9790 PATUXENT WOODS DRIVE, SUITE C PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21046 FAX: (410) 423-2570 WORK ORDER: 26518 KRAFT CONTRACT NUMBER: WASHINGTON SIGNATURES DEPARTMENT CIVIL ARCHITECTURAL STRUCTURAL MECHANICAL ELECTRICAL P.E. MANAGER INITIALS DATE KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM AIKRAFT'PE/ BDE A/KRAFT/PE/CSM DRAWING TITLE L K J H F E D C DETAILS KRAFT PROJECT NO DRAWING SCALE PHASE B WN 1701 1 "=50' CADD FILE NAME CADD PLOT SCALE 0 coNCEPr 030eo% Qema tone: a FINAL DATE H OF SHEET NUMBER �PryT V, 5/02/03 �c DRAWN BY 2 JLW IG R CHECKED BY Z42 3 62 CAM n /1 0 PROJECT NUMBER 26518 �S ONA L E CLASSIFICATION: COMPANY PRIVATE