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HomeMy WebLinkAbout45-02 Kraft Foods, Inc. - Flammable Storage Building - Stonewall - Backfile (2)PROJECT LOCATION FREDERICK COUNTY r a J \vim—�( •'�\ � \� L ! f\ /\.�` I i —'7 �� I ii I �� V I R G I N I A KRAFT FOODS - 2 PANS Ns&,1j,,�, :'�, �.0 '. a �„.^ a•: ' � �r d �: ':� ,r .�. *' � ,„•,y� a_ .Y..,na�� a x ;^�: :'�• +, lA : ( „ � a•A ^�+, fie. ut..�z ',� .. .. t FREDERICK COUNTYVIRGINIA . —, . :Y ,.^ t'.. :Y: 'ti. � t�':i&"'aU:s:� '•:', .s . �' .rr:: '.4"1 ,......, ., ....� .. ;..�, x. ... ...: ...... :„: ., .:. ..: . ..m.. :n, ,�- ,.?>� .., -..„ :, :. -.:.,: : "r. : �. » � ��' .. ; _ .�+, t.{u Jk � -:. ."sa`''� :,� `'`�.<. ,.:. '�:. .� .r..,Y:ti^wa. a,....w. •.us• ' , . � _ R . .1,,, ,,:�-�aa:. �,..t�a dr�•r"..?: Wa"w4. �' ,,.. sa,.. i k. 7i`.A., 4t 8'" G^'Y�'3. .:i'. -: 'h;6:i;1i n:f{ _n$n` khrt ,:C :. '... ��: ,.-a._.�. � yf„'. 5�£.$ ::.J ^!:'ca 'f'Tr:'w".•.-9 x Ji:' ra= .. " m, : • r .i xgC's. � , c ..9F'. y .v _ t SITE ORIENTATION PLAN., ............................e.tl............ .........a......................... ....... ....... DEMOLITION, OU IN , EROSION & SEDIMENT CONTROL LAN ............. SITEPLAN .............. l.......................................... YfleNgY[........ ........ .......................... DETAILS... . . . . . . . . . . . . . . . . t . . . . . . . . . . r tl . . . . . . . . . . . . a . . .. . . . . . . . . . . . . Y . . . . . . . . . . . . . . . . Y . e . . . . . . . . . . . . . . . Y e . . . . . . . . . . . . . . .. . A 2 . a . . . . 11j_L.y OR NAME.RESPONSIBLE LAND DISTURBER: CERI1FICATlON #: EXP. DATE: THE RESPONSIBLE DISTURBER IS THAT PARTY RESPONSIBLE FOR C ARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH ON THESE PLANS. Zoning Administrator Signature Note: Site plan is valid for 5 years from the date of approval. Date VICINITY MAP 1 " = 2WO' 10 12 I 13 I 14 I 15 16 17 I 18 9 0 I•� N M L K J I 14 m �Fm 1 AT X R 8S24 ' I � — �- t 1 N 47` 22` 23" E 801.05' XA �. _.------------- --------------------- —25' SUILD3NG SE'LBACK / - - - - - - iAETAL � 1,, I / I � — — — — — --- — — — — — — .— — — — — — --� -- — — — — — — — -�-- — — -- — — — — — — — — — — — ---T ---'.-• -1- -E- #—i -i- -fi -t- f--i ---i- --�- �-- i---- I----t -t --t- �--- #—I -t .�-' i VACATED PROPERTY LINE / I I � a° -_— }� p®( I I f 3 i f G EX. BUILDING L':NE: I I I I I # I r—I-7—r�—T—ri—r—I-_—r-1-T—r— i i LOADING BAY —'� CANOPY I E. - [HO MP (12'X 65') n USE VACANT l ZONED ra-1 SDP 03-02 D D I 1 y! I } r ♦\� IL I 1 � x C 1 UJL_DINpG A�^L+7L��-�/[O-IU'_ Tl...." ���♦�4 �k��� ♦ fi � �_�_ _ _ _ _ _ y ��! 1 Sd't f PLANT Dry VELOF'ME1/7 S LAN -0-3-172 M P ;� q♦ L :r, I.1_ v,.>.""_`o.'w� �,„— ...--,•ti..,. ..� t •, I /a GCC V. ADO/TJON_ REFER TO TE OEVEL©PMENT �I �_ m2 I '' --- -----i --- -- ---- -� -------�---- — � 'I _ t� z� I I n '• 11211, _jj�� (j�F —i.) .1 O ® TEMPORARY TRAILE�,s.�� SPACES t/2'xSJ�'> ZMANUFACTURING --- --- #---- -- I --- I--- --- d c THAT SHOWN ON t ZONED M , --- --- ---- --- --- ------ --- 1 I S/TE OEVELO/=MENT PLAN . 14-00 `'ti '� � :�k I �I --- ---- --- -- --- ---- -- m >„ f � X - --- ----1---- o� — ' 3 BUILDING III —` I i I1 l aZ ` \ ADO/TION. fRE'EER ------r-------I---- --- 1 --- �+ ITE DEVjE. LOPA7EA1T 17-0 y I I PLANOf—G7I I R I VACANT EXIST, ASPHALT PAVING —�— I ZONED M-1 ?� r I 54 1 t A) I 36G: 'OWNED BY KRAFT I ''�' - .a�. � �� \� �� o � ,� , s , a k :B uI LD/NG o c _ ;�,...�� ��_� -_�, --- -- — --_. GENERAL FOODS) I 45 /4C7' TO-5/7— E/T —. = F _ q k>DDIT UE REFE CD _ _ ELOF'M I I BUILDING ADDITION .r 66.5',-68-5"az J�LAN05-02 I FIFE 692.00 �` �_< �a� m - - ---, -- - - t - --- ---- -- 2 042 SF --� _ s,s ♦ ♦: ONE PROPOSED ��— 3�,�\ ADLJT/ON. RE1—ER BUILDING — — LOADING BAY I TO S EN ; — " a...w� �.i r\"'ra ak<,: k3\s ].. 1TE OI=L'ELU,�'M fS.a tiz > s"k :fix, ♦h( >. a ., y�.t�� ` s 7 f r1 Of- C-" � r t �x =�ri��SS� � `'.��; ;sir, x� �,i>' %':'� � � � F �,•-,N .�4—`�9 TO S/TE OLD V.c�LOF-MENT F LAN �r--�9 ------�---- ---Tt -- ---I --- —! i } M, I a� A: a♦ R . ,x. ;l,� �M a4 3\k u \' � »'.aa � a � I - - - - - '- - - - -- ._.._. I - - - - - - - - - - - --- CANOPY �re ❑ EX. BUILDING LINE IM VA Ir SJTE/EsJILD/NG T I I "�Ra,��x �,.I N / I I - --- � s # �. L' I • >='F �'' a ;b t,a y,� s � � � � � �� ; r I x,z. REFER # t VAD( 0EVELOF'A-1ENT PLAN 3 LIB ♦� i4E/Lr.."00 f '\ (12 5I') , y, z♦ c� 5 \' \'�'- s' -. — �1\\ .__ a♦ #sI 'y [ '`` fix`\�. kr-33\ ,i♦ *Y\ f�� { to t \ \ ^T \ \ 7 EYJST. LOADING BAYS rRE£ra 5^z�N�� �\ (12'X 65') 5 EXIST. LOADING BAYS K� t JTE r ,, s2� >,�yk, ♦ ae a ^bry ,/r": rr figy jv W I (12 X 65') ` t z� , ,\,� = CHILLER PAD EXIST. CONCRETE PAVING,`,, ,� h ♦\� a`- W (8 CONIC. 6 DGAB <„ fn \� )tt t EX. BUILDING LINE ♦x9it i t 75` BL'IL, IriL` S:THstx ---- ONE WAY TRAFFIC- — } _ I ;p ❑=81.66' + / +TRUCKn+ 11 EXIST_ TRiJCiC� EX IT / ENT Af E� - 22' i`t 10-?.17 z=. WEST BROCIIiti ROAD (ROUTE 1320> ---- ---- -------- POSTED SPEED=35 M.P.H. — — — -- - m VDOT GENERAL NOTES FART COLLIER GROUP, LLC 7nNFD M-1 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE FLOOR AREAS VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) FL ) ROAD AND BRIDGE O R /` R A / s \ nIII—= i1i311"A 1'l'A T ttlA 1 i'11 A A 1 CRIDER & SHOCKE'f GROUP OF WN i SCALE: 1 " = 50' SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS EXISTING MANUFACTURING = 209,026 SF APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN #52-99) = 8,727 SF SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN, PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN #54-99) = 2,312 SF 2, ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION AND VOSH EXISTING OFFICE SPACE = 10,272 SF RULES AND REGULATIONS, PROPOSED OFFICE SPACE (PER SITE DEVELOPMENT PLAN 50-99)= 9,371 SF 3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PROPOSED WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN #14-00) = 2,560 SF PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL PROPOSED MANUFACTURING WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN #01-01) = 37,940 SF FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 PROPOSED MANUFACTURING WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN #03-02) = "17,216 SF (OR LATEST EDITION OF) ROAD AND BRIDGE SPECIFICATIONS, SECTION 104.04-C. PROPOSED MANUFACTURING EXPANSION (SITE DEVELOPMENT PLAN #C5-02) = 15,730 SF 4, DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND PROPOSED MANUFACTURING WAREHOUSE EXPANSION (PER THIS PLAN,? = 2,042 SF SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT, GROSS FLOOR AREA = 315,196 SF 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. PROPOSED OUTDOOR EMPLOYEE BREAK AREA (PER SITE DEVELOPMENT PLAN #50-99)= 1,334 SF 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION TOTAL FLOOR AREA = 316,530 SF CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER FLOOR AREA RATIO 316,530 SF/(30 X 43560) 0.2422 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. ZONED M-1 54 ((A)) 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) ACCORDING TO KRAFT FOODS THE ADDITION TO THIS WAREHOUSE SPACE WILL NOT ADD ANY EMPLOYEES PER WORKING SHIFT TOTAL NUMBER OF EMPLOYEES PER WORKING SHIFT (EXISTING-I-PROPOSED)=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 SO. FT. OF FLOOR AREA EXISTING OFFICE AREA = 10,272 SO. FT. PROPOSED OFFICE AREA (PER SITE DEVELOPMENT PLAN #50-99) = 9,371 SQ, FT. TOTAL OFFICE AREA = 19,643 SQ. FT./250 SQ. FT. = 79 SPACES TOTAL PARKING REQUIRED = 165 SPACES (251 DURING SHIFT OVERLAPS) TOTAL PARKING PROVIDED = 291"SPACES TOTAL HANDICAP SPACES REQUIRED = 7, 1 VAN ACCESSIBLE (PER ADA) TOTAL HANDICAP SPACES PROVIDED = 8, 1 VAN ACCESSIBLE SITE PLAN NOTES �r KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN 2002 EXPANSION FLAMABLE STORAGE BUILDING KRAFT FOODS INC. WINCHESTER, VIRGINIA WARNING; 'This documeN Is the property of the Kraft Foods Inc. Futher reproduction andlor distributon IA prohibited witho,:t the express written permission of: Kraus Foods Inc., Corporate Engineertng, tahadison, Wisconsin. Information on b'sls document is not to be epered except with the wn'llen approval of the individual whose seal appears hereon. All rights DI designs or inventions are r c`served. OWNER AND DEVELOPER: KRAFT FOODS, INC. 220 PARK CENTER DRIVE WINCHESTER, VIRGINIA 22603 CONTACT: MICHAEL GAINES PH: (540) 678-0442 FX: (540) 545-Es942 r LOCATION PLAN SCALE: 1" = 2000' GRAPHIC SCALE 50 0 _ 50 100 SCALE: I` = 50 m I\I IN L K J I G 1 REVISED FOR COUIISTY COMMENTS 11/26/02 REMOVED VACATED PROPERTY LINE 0 ISSUED FOR CONSTRUCTION 9/1B/02 B 90% SUBMITTAL 8/2B/02 A 60% S UBM H TAL 8/7/02 T�FV NUMBER DESCRIPTION DATE REVISIONS KRAFT KRAFT FOODS INC. CORPORATE ENGINEERING MADISON, WISCONSIN ^ t IIIIN Remo 1. PARCEL AREA: 30.00 ACRES 2. ZONING: M-1 1S Industrial,Process 3. USE: MANUFACTURING 4. PROPERTY IDENTIFICATION #: 54 ((A 36H AND 36G 9790 PATUXENT WOOD'S DRIVE, SUITE C PHONE: (410) 423-2500 COLUMBIA, MARYLAND21046 FAX: (410) 423-257C 5. MAGISTERIAL DISTRICT: STONEWALL, 6. BUILDING SETBACK REQUIREMENTS IN ZONING DISTRICT M-1 PER THE D kNORKORDER: 25354 KRAFT CONTRACT NUMBER: WASHINGTON SIGNATURES FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: -FRONTYARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS = 75' -FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS = 75' -SIDE YARD SETBACK =25' -REAR YARD SETBACK = 25' 9EPARTMENT civil RG:YITECTURAL STRUCTURAL MECHANK:AL ELECTRICAL PE, MANAGER MMALS ATE BUILDING SETBACKS PROVIDE: -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 7. SIGHT DISTANCES = -THE POSTED SPEED LIMIT ON WEST BROOKE ROAD IS 35 M.P.H. KRAFT RELEASE FOR CONSTRUCTION A/KRAF17PE/PM AXRAF71PUBGF AXRAFUPFJCSM -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. DRAWING TITLE -SIGHT DISTANCE ON PARK CENTER DRIVE IS EQUAL TO OR GREATER THAN 350 FEET AT EACH EXISTING ENTRANCE :LOCATION. SITE ORIENTATION PLAN B. TRIP GENERATION TRAFFIC VOLUME = 840 VEHICLES PER DAY 9. MAXIMUM BUILDING HEIGHTFOR 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'. 10. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING KRAFT PROJECT NO WN 1701 DRAWING SCALE 1"=50' PHASE UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. 11. ROOF RUN-OFF SHALL BE CONVEYED AWAY FROM THE BUILDING EXTERIOR ❑-NCEPY ❑W% ❑ 60% ❑so'i ❑ IODf. ■ FINAL ; ADD FILE NAME CAmDD PLOT SCALE 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 Ate, NECESSARY BY ENGINEER.. 12. ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM TO THE STANDARDS OF THE FREDERICK COUNTYZONING ORDINANCE. 13, NO OUTDOOR STORAGE IS PROPOSED WITH THIS ADDITION. 14. THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES. 15. ALL LIGHTING SHALL BE DIRECTED AWAY OR SHIELDED FROM ADJOINING PROPERTIES F^T � a� ��`w �y��� U s-^ } a 3.tak DIiJi-w"�43 I'1 ° D vus�5 R>. ; '{ �✓ `-,&,,!., n a OZ DATE 11/26/02 SHEET NUMBER C01 A DRAWN BY CAM CHECKED BY RAW JPROJECTNUMBFR 25384 CLASSIFICATION COMPA Y PR'VATE 2 3 Am 5 7 9 10 12 13 14 15 16 17 QI Ill I,- L G F E C .E 16,9�� 9 G9 ; I 1 CONCRETE PAVEMENT I Z32 Z33 I + ` `6 ... 3�4 LIGHT POLE BASE Z32 Z33 4+71.00, 39.0' L 4 6J/ ss L I G H I ELECTRICAL CONDUIT TRENCH -` - -- I '� 2 2 ASP A TIC CONCRETi E �',t / 32 1 E610 rll Z32 Z33 1 4+00 I ' 16 rs, I r t 68 _5N s TRENCH DRAIN +_ 6 s f --- r 6 + 6 ? Z33 4+97.5$ 62.46' L, TOP 6137.96 ;sas;; • £ 1 s I I tjl`�,� c' t �/- ' g� INV 685.70 �+ 3 TRENCHING 6`9� &BEDDING I I 1 f J l ' I < z== rZ32 Z33 4+96.38, 24.15' L, TOP 6B3.45 6cPo I { r II i �" INV 677.89 ' '. > „,, ; 33 , + ✓�' VDOT T-DI-7 PRECAST CONCRETE TOP I I/ TYPE B 1 BASE - - .,> r 4+85,42, 153.76' R, TOP 68B.50 t fM ,�: • > , � \ I 1 7 r + I; . ; INV 685.70 ,f i uGE i - G - VDOT T-DI-i PRECAST CONCRETE TOP t9 9 90j 69 TYPE B 1 BASE 6905+-26.11,122.79' R, TOP 68$.50 r ; �� D` 689 . - ? _ �' INV IN 684.73 4 INV OUT 684.06 �j S j i ``fl a @aLl y Ax r ayy t z I .w II s Ins < to y 1 CONCRETE PAVEMENT ✓ POOP ,..''-- - ; Z32 Z33 �,f �h„��4• I I 5� ;, I FFE = 692.00 I aT��``� • CONCRETE STIR bid Y 232 Z33 I /S - L j K ,S L3 E I I S r. C-0 `6.71 I I a WI : I >, a:• - Fi -✓ ! ;. I 1 I I •� �;, , a l r a r 5+59.00, 54.30' R I?CY+,>.41 ,: ,I �r 5 SIDEWALK s r NJ S I T 6 +k cry ,�x Z32 Z3 '�k z =v 611 1 ,� iP WOO" ' {S O r k2 s Y� „'Z 3s'ff >c > >'� x I -�-- - -G I •6 _k/_ _ L \ X _ �, I ;" fs��,��=>l, I ��I-�, 6� i I `S #W 683.1 6 �z s 1t I ? -- ssa --- -- f, • v_ %� fir° : '.�' 1 , i I - t • ._--__ % 1 O 1� I I m l \Yo 1t:e• kc�:1V t 6� r r }..-� 66 ...... tl O t •9 <. ------------------ --- 4_. �CP++ 2- 6� 6 19 61 CQ 66 \ 1 1 I 1 t + i r+ It tt I 666 6 6 \ I y' 631' 1 /I '• 66F l , � 1 t� 6 I 09 t 1 I(� t1' G \ I I LAI� CIO \' 'r r... I I + rl r -� 66). r r I tt 6 °61 °O r I I n 1 t 1 SITE PLAN SCALE: 1 " = 20' BASE LINE DESRIPTIONS POINT B 3 E 14578.8730 N 10270,6850 *BLDG CORNER POINT B-4 E 14677,8450 N 10378.2130 *BLDG CORNER BASELINE C POB 0+00.00 E 14410.90 N 10255.52 98.82' N 42A40'09.18" W PI 0+98,82 E 14483.56 N 10188.54 395,66' N 47A22'21.37" E PI 4+94. 48 E 14751.51 N 10479.66 98.53' S 42A40'09.1811 E POE 5+93.01 E 14679.06 N 10546.44 =a; t -,z R • C S � `\ \. .. as "NO PARKING - FIRE LANE" SIGN 12" X 18" PLANT N GRAPHIC SCALE 20 10 0 20 40 SCALE: 1 " = 20' 2 SITE LAYOUT ^� SCALE-1 " = 10' LEGEND EXISTING PROPO'SED CONC. BFF CONC. ROADS - - ---- ------ r. r fM ------- ---- ROAD CENTERLINE CURB l-T ,, " BUILDINGS FENCE DECIDUOUS TREE CONIFEROUS TREE LINE _ STORM SEWER 690 _._"__ -- 690 - INDEX CONTOUR 688 ---- --- 688 INTERMEDIATE CONTOUR 28 rc.3 x 689.28Ot 34. ;J� SPOT ELEVATION 689-2$ LIGHT POLE BASE KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN 2002 EXPANSION FLAMABLE STORAGE BUILDING KRAFT FOODS INC. WINCHESTER, VIRGINIA WARNING: This document is the property of the Kras4 Foods Inc. Futher reproduction and/or d>stributdon is prohibited wtihoul the express wrAen permission ol: II Foods Inc., Corporate Engineering, Madison, W econsl'I. Information ,:n Uus document is not to De altered except with the written approval of the individual whose sea! appears hereon. Ali rights of designs or inventions are reserved. KEYED DRAWING NOTES ( 1 ) NEW LOCATION FOR RELOCATED LIGHT FIXTURE AND POLE. 0 DSLOPE ASPHALTIC CONCRETE PAVING TO CONCRETE LOADING DOCK SLAB, 8% MAX. 1 REVISED FOR COUNTY CO'nJIMENTS 11/26/02 ADDED "NO PARKING FIRE LANE" SIGNS 0 ISSUED FOR CONSTRUCTION 9/18/02 B 90% SUBMITTAL B/28/02 A 60% SUBMITTAL 817102 REV NUMBER DESCRIPTIM DATE REVISIONS KRAFT FOODS INC. KRAFT CORPORATE ENGINEERING MADISON, WISCONSIN Washington Industrial/Process 9790 PATUXENT WOOCIS DRIVE, SUITE C PHONE (410) 423-2500 COLUMBIA, MARYLANC 21046 FAX: (410) 423.2570 WORK ORDER: 25354 KRAFT CONTRACT NUMBER- WASHINGTON SIGNATURES DEP.4RTMEt'.r CIVIL Ci--. IE(:TURAL STRUCTURAL MEf.11ANICAL ELECTRICAL PE - VA WGER INITIALS DAI£ KRAFT RELEASE FOR CONSTRUCTION AIKRAFTfPE/PM A/KRAFT/PEIBDF aiKRAFT/PE/CSM DRAWING TITLE 0 IJ N M L >ri H �i j� LJ C� SITE PLAN KRAFT PROJECT NO DRAWING SCALE PHASE WN 1701 ❑ DNOEPr ❑sa ❑ w°" ❑s°; ❑'°°°c a FINAL CADD FILE NAME CACD PLOT SCALE FAE SHEET NUMBER r "'` 6/02 ,,. • DRAWN BY CAM CHECKED BY C } n r,;-`r11-11; ' r 117;-, :. Gil: A.'e.[iL-..af:.5. v?S{f.{:.Sio:.�- Z32 `'- RAW r � , 25384 IL ;-17' AT :;'�'�` r CLASSIFICATION: ., : •�a�JO'L COMPANY PRIVATE 1 2 3 4 5 10 12 13 14 15 16 17 18 3 4 5 10 I 11 I 12 ( 13 I 14 I 15 I 16 I 1/ I t� U I P I N M K G F E D C B 1 A HEAVY DUTY CONCRETE SEE JOINT -PAVEMENT - PAVEM-=NT_ -- DETAILTHIS SHEET 5T@ 12" = 5'-0" 1 Vz" GALVANIZED STEEL HANDRAIL---, CONC. PAVEMENT WIDTH VARIES SEE PLAN 1.5"SM-22A .e'} °:°.• °:°.° -A®., '_____-_....____-_. a.a.aa.� v.G. 3'BlUi2 NI ."X-Ac4-0--°D FINISHED - CIO X X X X:" GRADE N DIRECTION OF o D .�. 8" VDOT #21-B 5' MIN. WWF 4" 2" SURFACE DRAINAGE CONCRETE . WWF HOLD BACK - - _ _ _ N - I v I LA NG, LANDING, 3" FROM JOINT APPROVED PLACE NEW A.C. PAVEMENT ,�." a EMBED HANDRAIL 4" SEE PLAN -� SUBGRADE AGAINST CONCRETE SLAB _ _At a ATOP j-_I I-0144 o: OF CONC ELEV 691.90RIGID ��: PAVEMENT ABUTTING I_i I-_ Ilk== 1 III-1 i-:. I,:.i: :° o °" �. CONTROL JOINT DETAIL FLEXIBLE PAVEMENT OR GRAVES_ -. I I-1 ! I-1 I Imo; I I / -1 I -i !_._, I I-r .c r• III NOT TO SCALE NOT TO SCALE CONCRETE Ir.- ,..., 6" x 6" - W2.9 x W29 WWM. It BREAK WWM AT CONTROL SUBBAS #4 BARS A7 AND EXPANSIONJJDINTS - - 12" OCEW 41 COMPACTED TEJ REQUIRED AT �`. SUBGRADE INTERSECTION OF PAVEMENTS �/4" - NOTE: -�TOP Of PAVEMENT � _� SUBBASE CONC. PAVEMENT CONTRA JOINTS SPACED AT T TO 5' INTERVALS SHALL BE ELEV 688.73 a. -- - INSTALLED IN THE SIDEWALK CONCRETE TO FORM SQUARE SEE JOINT -� ' PANELS_ EXPANSION JOINTS SHALL BE PLACED WHERE SIDEWALKS ABUTTOOSTING STRUCTURES. SEE DETAIL 1 ON Z03 FOR JOINT DETAILS _ L SEAL DETAIL -X X- X�X - - I CN 4 - WWF HOLD BACK .+,•, : ;..% L ' n: 3'FROMJOINT �_- �'r•o�.. 5 SI©EWALK DETAIL 9 CONCRETE STAIR DETAIL 232 Z33 NOTTO SCALE 232 IZ33 NOT TO SCALE BUTT JOINT -� �t" DIAMETER, 18" LONG _.-. �___ __ , NON -EXTRUDING DOWEL SPACE 12" CENTER TO JOINT FILLER STRIP CENTER. ONE END PAINTED AND OILED. THIICKENED-EDGE EXPANSION CONSTRUCTION JOINT DETAIL JOINT (TEJ) DETAIL NOT TO SCALE NOT TO SCALE rMIN ( PAVEMENT 3/4" ` SURFACE mlMlN) PAVEMENT I 13 SURFACE PAVEMENT 1 = i SURFACE co - POURED = POURED JOINT JOINT SEALER - SEALER SEPARATING BACKERTPE SEPARATING TAPE MATERIAL - - NONAEXTRUDING 3/4" '- INITIAL JT FILLER(MIN� SAWCUT (3/16") •: 3/4° DETAIL B OR INSERT MIN JOINT = DETAIL A BOTTOM CONTROL JOINT EXPANSION JOINT (USE EITHER DETAIL A OR DETAIL B) +/ 20' I +! 20' i -CONTRACTION JOINT I I „SEE PLANS - D /_-.._I ' V r ` 1( vA I •- /�---'-iSA /+rzi ,A .� X n � . • bX. - ' ` 'a1 ° e • --d. _ A. ° AJA �. A : ° ' %7ir-- 1 .Ta')o "°- J )O s;o r �ORROU C Cl \ 4X4 - W4.5XW4.5 APPROVED WWF SUBGRADE 8" PORTLAND CEMENT CONCRETE PAVEMENT 6" CRUSHED AGGREGATE VDOT 21-A PROVIDE HEAVY DUTY, REINFORCED CONCRETE CONTROL JOINT TRUCK PAVING WHERE SHOWN ON THE DRAWINGS AS FOLLOWS: B" THICK CONCRETE WITH CONTROL JOINTS ON 21Y CENTERS BOTH WAYS, EXPANSION JOINTS WHERE SLAB ABUTS STRUCTURES, CONCRETE BOTTOI REINFORCED WITH 4X4 - W4.5XW4.5 WWF, OF DRAINAGE TREE AND AT LEAST 6" OF VDOT21-A AGGREGATE SUBBASE COMPACTED TO MIN. 95%STANDARD PROCTOR (ASTM D698). 12" GRATING SEE TRENCH DRAIN DE_ 1 CONCRETE PAVEMENT Z33 NOT TO SCALE 1.5" HOT ASPHALTIC CONCRETE SURFACE SM-12.5A f� - 4" BASE MIX �_� BM-25.0 OQ __.-BASECRUSHED TYPE I, AGGREGATE ° ` �° �° ° �° COMPACTED TO 95% l - STANDARD PROCTOR ___ ........_. DENSITY. SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. ASPHALTIC CONCRETE 2 PAVEMENT SECTION Z32 Z33 NOT TO SCALE -- - 30' LIGHT POLE BASE PLATE ti- / SEE ELEC DWGS r/ 1" CHAMFER TYP � 3/4" NON -SHRINK GROUT (4) 1" D IA I I I ANCHOR BOLTS in cZD 1 " PVC CONDUIT I TYP v 11MIN .XL1 POLE GROUND (8) #9 BAR AROUND CONDUCTOR PERIMETER L#3TIE SEE ELECDWGS O C? f �, 2'-W I I 111=1 h__. 111(> 1 i N _..- ... ... ..... ....- .......� - I _ LIGHT ' 1 -7 III 7 AT 12" OC TYP BASE DETAIL BASE PLAN �4� TYPICAL LIGHT POLE BASE DETAIL NON -PLASTIC PIPE PIPE MAXIMUM DIAMETER A, V 24' & UNDER 12, OVER24" iB` TRENCHING AND BEDDING NOT TO SCALE V DIA ANCHOR BOLTS )ORDINATE WITH LIGHT )LE MANUFACTURER ?„X1. L BASE PLATE UUNUrRETE FOOTING CONCRETE BOTTO OF DRAINAGE TREI BACKFILL SHALL BE IN ACCORDANCE WITH SPECIFICATIONS CONTROL JOINT BEDDING MATERIAL 12 GRATING SEE TRENCH DRAIIEDETAIL - - - -- - - REBAR TYP f_ CONCRETE SLAB 95 BAR AT 12'CC #5 BAR AT 12" OC EACH FACE TVP --- - - ) tj EACH WAY 4'-0" MIN CONTROL a i O > / U if-dd LENGTH TYP JOINT TYP + >_ 4'-0' TYP - X I X n C1 J' p M l ' - '7 �. • - • � _ D V CMCRETE , 0 �� X V _J SHOULDER .___ ' 1 e r _ ._._.....__...... _........--._._.--.-- CONCRETE FILL 45BAR - SLOPED TOWARD AT12" OC TYP - 8r PIPE N ' V-' TYP'' m co 096ARS - - AT6" OC • �' i ' ' � 95 BAR EACH FACE --- ----.__.._.,_ -� _ . _ j AT 12" OC EACH FACE / TYP - 1 ' 1 #5 BAR D I AT 12" OC I f------ EACH FACE > O t j co C)2'-1 D' TYP TRENCH DRAIN SECTION SCALE: 1 "-1'-0'r s TRENCH DRAIN PLAN 232 Z33 SCALE: 1 ri-1'-0i' 12" GRATING SEE TRENCH DRAIN DETAIL - -� 15" PIPE #5 BAR AT 12" OC EACH FACE EACH WAY TYP J CONCRETE FILL _ _ SLOPED TOWARD `q v0 ' PIPE -- TYP 1 - - - • , D _ • p •V - - , • D V__b. 4 4 4A ! p j O I �V _ 11 � ;0 CONCRETE / SHOULDER - i% LN, _ = i" `��` I % �� 1 ---- #5 BAR AT 12" OC #5 BAR / 7/j ♦ 8 _ EACH FACE TYP AT 12" OC TYP a- �i♦ �" TYP , - - - D - - r - - - - - - v - o ATB2ROC * ! 4 •. r_ �f - •" iJ� ,qv, •" •' I I EACH FACE �- - - _ �. _ 7 D. D t� _ #9 BARS AT 6" OC EACH FACE ---- 5' 4" 1'-0" 7, 4„ TYP TRENCH DRAIN SECTION SCALE: 1 "-V-0" NLET `o C� 0.1524 0 � 0oCQ��o �o+�fX l 01 FILTER CLOTH- S J _o°�]lo o (OPTIONAL) }}oC-0T�����'° C (DOWNSTREAM VIEW) V DOT #1 COARSE AGGREGATE-,`6o ,o o0.0 o t�°� , jL�� 1,2 FLOW o"or°oil°o ti�0°�oC o O��oo 0.914 C oCbp o� 0000°000r���3-�0� � 0.81 HECTARES (2 ACRES) OR LESS OF DRAINAGE ARE 450 MIN RUNOFF WATER - WITH SEDIMENT 0.914 GRAVEL * (300 MIN DEPTH) `SIT=III >..' \\ LTER FABRIC OVER SEDIME << WIRE MESH FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS AM EXPECTED, BUT NOT WITERE PONDING AROUND THE STRUCTURE MIGHT A CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. CONSTRUCTION SPECIFICATIONS I A WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 300 BEYOND KACH SIDE OF THE INLET STRUCTURE. WIRE MESH WITH FILTER CLOTH-'Lo 0,914 25 OPENhXS SHALL BE USED. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, (OPTIONAL) �oc o U ,'�-X��c�1° � °� � THE STRH'S SHALL BE OVERLAPPED. B. COARSE AGGREGATE SHALL BE PLACED AS INDICATED IN DETAIL THE DEPTH OF STONE 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. V DOT #I _ C. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER COARSE AGGREGATE-----.. , � {� ADEQUATELY P3RFORMS ITS FUNCTION, THE STONE MUST BE PULLED AWAY FROM THE INLET, CLEANED AND OR REPLACED. Oh FLOW 0 0.914 n v�?Po c1 0 GRAVEL SHALL BE VDOT #3, -357 OR _#5 COARSE AGGREGATE CLASS I RIPRAP STANDARD SYMBOL: IP 0.81-4.05 HECTARES (2-10) ACRES OF DRAINAGE AREA GRAVEL AND WIRE MESH REMOVAL of PRACTICE DROP INLET SEDIMENT FILTE IP UNLESS THEY WILL BE INCORPORATED INTO A PERMANENT STURMWATER MANAGEMENT CONTROL, CHECK DAMS MUST BE REMOVED WIM THEIR USEFUL LIFE HAS BEEN COMPLETED. IN TEMPORARY DITCHES AND SWALES, CHECK DAMS SHOULD BE REMOVED AND THE DITCH FILLED IN WHEN TIM ARE NO LONGER NEEDED- IN PERMANENT STRUCTURES, CHECK DAMS SHOULD M 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 11EIVEATH 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. 1. SET POSTS AND EXCAVATE A 100 x 100 THE POSTS. TRENCH UPSLOPE ALONG THE LINE MAINTENANCE OF POSTS. 12 12 AW 6.0' MAX MESH SPACING CHECK DAMS SHOULD BE CHECKED FOR SEDIMENT' ACCUMULATION AFTER EACH k -I GAUGE MIN. 6" MAX. RUNOFF -PRODUCING STORM EVENT. SEDIMENT SHOULD BE REiOOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL HEIGHT OF THE MEASURE. t i REGULAR LWSPECTIONS SHOULD BE MADE TO INSURE THAT WE CENTER OF THE - J - r. DAM IS LOWER THAN THE EDGES. EROSION CAUSED BY HIGH FLOWS AROUND STEEL OR WOOD � � 100 THE EDGES OF THE DAM SHOULD BE CORRECTED IMMEDIATEMY. POST 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 TRENC& ROCK CHECK DAM CD _ EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. WZRB FILTER FA W I GROUND LINE STANDARD SYMBOL. 44.0' MIN. �� -S S S 3.0' - z 5:I 6,r EX. PAVEhIENT INSTALLATION `FILTER CLOTH ARFUNTABLE BERM (OPTIONAL) L 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 �• PAVEMENT �A 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT (OPTIONAL) TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN 44.0' MIN. JOINTS ARE UNAVOIDABLE, FILTER CLOTH SHALL BE SPLICED TOGETHER I B B ONLY AT A SUPPORT POST, WITH A MINIMI M 150 OVERLAP, AND SECURELY SEALED. I!I 2 III 1r 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 100 WIDE AND 100 =m=1n h4Bl[ DEEP ON THE UPSLOPE SIDE OF THE PROPOSED LOCATION OF THE MEASURE. A '" � 4. WHEN WIRE SUPPORT IS USED, STANDARD STRENGTH FILTER CLOTH VDOT #I COARSE l MAY BE USED. POSTS FOR THIS TYPE OF INSTALLATION SHALL. BE AGGREGATE Tom- POSITIVE DRAINAGE PLACED A MAXIMUM OF 3000 APART (SEE PLATE 3.05-I). 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. 3" MIN. 5. WHEN WIRE SUPPORT IS NOT USED, EXTRA -STRENGTH FILTER CLOTH III'= -III -ill- SHALL BE USED. POSTS FOR THIS TYPE OF FABRIC SHALL BE PLACED j A MAXIMUM OF 1800 APART (SEE PLATE 3.05-2). THE FILTER FABRIC 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 FABRIC SHALL NOT BE STAPLED INTO EXISTING TREES. THIS METHOD OF 6.0' MIN. INSTALLATION HAS BEEN FOUND TO BE MORE COMMONPLACE THAN #4. 6. IF A SILT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SW.4 S, 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 8 APPLICATION WITH A MAXIMUM 900 SPACING OF POSTS. REINFORCED CONCRETE DRAIN SPACE ALL OTHER INSTALLATION REQUIREMENTS NOTED IN #5 APPLY. SECTION B-B 7. THE 100 BY 100 TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC, 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 JUNIMUM OF 75 MAINTENANCE AND MUST BE CLEARED OF ALL VEGETATION, ROOTS ANT? OTHER OBJECTIONABLE 1. 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 ARFAS, 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 CLOTURE STONE SHALL BE FENCE RESTING FROM END RUNS AND UNDERCUTTING, PLACED TO THE SPECIFIED DIMENSIONS. IF WASH RACKS ARE USEATHEY 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 PROVWED 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 IVSH SLOPES WILL BE PERMITTED. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY THE FILTER CLOTH UTILIZED SHALL BE A WOVEN OR KONWOVEN FABRIC CON- ONE-HALF THE HEIGHT OF THE BARRIER. SISTING ONLY OF CONTINUOUS CHAIN POLYMERIC FIL41EENTS 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 S�i' 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 ANDOR 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 BWEDIATELY.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 ENTRANCF� 0.I524 „o.• Z32 Z33 NOT TO SCALE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN 2002 EXPANS-ION ° FLAMABLE STORAGE BUILDING KRAFT FOODS INC. WINCHESTER7 VIRGINIA N WARNING: This document is the property of the Kraft Foods Inc. Futher reproduction andror distribution is prohibited wrlhoul the express written permission of: Kraft 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 1. VDOT DETAILS CAN BE FOUND AT: http://www.vdot.state.va.us/LocDes/Electronic%20Pubs/2001 %2DSta ndards/standards. htm 0 ISSUED FOR CONSTRUCTION 9/18/02 B 9D% SUBMITTAL 8/28/02 A 60% SUBMITTAL 8/7/02 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: 25354 KRAFT CONTRACT NUMBER: WASHINGTON SIGNATURES DEPARTMENT CN0. RCHriFCTURAL STRUCTURAL MEC ANICAL ELECTRICAL PE MANAGER INITIALS DATE KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM A/KRAFT/PF/BDE A/KRAFT/PEICSM DRAWING TITLE DETAILS KRAFT PROJECTNO DRAWING SCALE PHASE B WN 1701 1'=50' GADD FILE NAME CAD PLOT SCALE ❑ CONCEPT E330e Q BD'.'.[j9D% O IW% N F6NAL DATE SHEET NUMBER 9/18/02 DRAWN BY CHECKED BY Z33 I in). 01r'3tiT3w_ � � PROJECT NUMBER 25384 CLASSIFICATION: COMPANY PRIVATE ON I KRAFT FOODS-,, 2002 EXPANSION FLAMABLE STORAGE BUILDING FREDERICK COUNTY� VIRGINIA SITE ORIENTATION PLAN ....................... __ .................................. .............. .................. DEMOLITION, ROUGHIGRADING, EROSION &_ SEDIMENT CONTROL PLAN ............. SITEPLAN............................................................................ i, .......................................... DETAILS............................................... ; ................ .................................................... ii ...... PROJECT LOCATION f FREDERICK COUNTY A FTZ' 3 A ARCHITECT AND ENGINEER: OWNER AND DEVELOPER KKAt 1N '7\ KRAFT FOODS, INC. I I ZZU f-JAHN CENTER UhIVr- r \ -At I 'I �' �' /f/ WINCHESTER, VIRGINIA 22603 T A I KI P Q r"'MITAt - KAIrWAPI r'- VIRGINIA Col Z31 Z32 Z33 I HOWK D 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. Zoning Administrator Signature Note: Sfte plan is valid for S years from the date of approval. 0///0' Date VICINITY MAP 1 " = 2000' 1 � 2 1 3 1 10 12 13 1 14 1 15 1 16 1 17 1 16 N II N A L K J H F M A 417 INTX. R.R=--, STA_ 8+99.29 N 47' 22' 23" E 801.05' r — ::� - - - 25' BUILDING SETBACK -=�— — — — — — — — — — — — — — — -- "f �"fTAL I I/ �,.aU / �. —'- -� ,` A j op �.u_rarauu oaaa4a�-Go¢a:rJn.. .. .�aaamo��,•��ccabs a-r,+> o o �� '�" i 1 F_ I VACATEzD PROPERTY L/NE I l 1 j ——------------------—- _ 1 -- I i ❑0 EX. BUILDING LINE ` t; r I I I I I I G I I I t l E E I E I i i—T —I—T-1 1—T—rl t—i I—T—r I I � _ c I 1 LOADING BAY / CANOPY � PUMP I 1 ! I I I t I I I E I 1 I I 1 I 1 i (12'X 65') i t 1 , 1 I t t 1 1 1 1 1 1 I t t l a , i� i HOUSE , 4ACANT ZONED M-1 SDP (Xf-02 43 :(AI) 36 EXIST. 1� / ENTRANCE ` VDOT GENERAL NOTES FORT COLLIER GROUP, LLC 7; iNF h M-1 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 PERM ITS 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. �� A LP 1 \� I PLANT l ti BU/LZD/NG l ❑ ADD/T/ON_ REFER 11 \\\ TO S/TE L]EVELOf�/UIENT--- \ ,a PLAN #SO-J9 I n j . )F F.F.=690.0y c»V Z } =?tak=tu [ D r� o . eg•Lk I :� —---- --- I—�z—------- --- \_ MANUFACTURING [ I r� m 54N((A)}136) -- --- i---- --- I— -- --- I i 1 m >4---,---- ----------1---- --- qm -4---- TO SITE n.EV EEr` rOF'MENT III _ - 1 ,- , - 1 � . e..r = o e: PLAN "C-1-O/ y i C �� f -L EXIST. ASPHALT PAVING —` m ,y ADQITlON_ REF ER ❑ I --- �_�� (�� �� — TO S/TE DEVELOP" -NT a _ PLAN 1�S,ga ❑ v r I `' I BUILDING - - a---- --- --- --- I---- - 1 AOL7.,l -/ON. RE/= E"R BU/LGD/NG -- — - I OEVEL_ORMENT %ALSO/T/ON_ REFER I e— F °_`..AN TO S/TE DEVELOPMENT PLAN 52 9 I I-- _ _ ( _ _ _ -�-- - r `? EX BUILDING LINE - I { 4----- - - MiE S/TE/BU/L_L]ING AOo/T/ON. REFER TO S/7-E EL_ C�EVOPEPN MNT LAL— - — -- - � GREEN fi4`( P ACI jam ZONED 5 EXIST. LOADING BAYS i � \ ,� \, ta� y r ♦� /orv. (12X 65) AZ-)0/T - I _ � n ,'^-�`f 3 wi •W a t x y'"'c��.� c3C,z '.v.�� s fi'� 1 EY<�\5 p.C` = TY,.:M )Qti �i\�m u }tus�8��3 "1'j•) f i EX. BUILDING LINE ` �t4x91 3 YS 3 1 75' BUILDING S-TWK _..._--_-------__._---- ONE WAY TRAFFIC I [� I I � 40,� l TRUCK ' EX IT,, 47' 22' 23" 1V 1042 17' \ WEST BROOKE ROAD (ROUTE 1320) bU- POSTED SPEED=35 M.P.N. ' I 395.53' 703.00' CRIDEFT & SROf7o GROUP OF 1VN SITE ORIENTATION PLAN ZCN#M-1 54 ((A)) 360 SCALE: 1 " = 50' EXISTING MANUFACTURING = 209,026 SF PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN 452-99) = 8,727 SF PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN #54-99) = 2,312 SF EXISTING OFFICE SPACE = 10,272 SF PROPOSED OFFICE SPACE (PER SITE DEVELOPMENT PLAN 50-99)= 9,371 SF PROPOSED WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN #14-00) = 2,560 SF PROPOSED MANUFACTURING WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN 401-01) = 37,940 SF PROPOSED MANUFACTURING WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN #03-02) = 17,216 SF PROPOSED MANUFACTURING EXPANSION (SITE DEVELOPMENT PLAN #05-02) = 15,730 SF PROPOSED MANUFACTURING WAREHOUSE EXPANSION (PER THIS PLAN) = 2,042 SF GROSS FLOOR AREA = 315,196 SF PROPOSED OUTDOOR EMPLOYEE BREAK AREA (PER SITE DEVELOPMENT PLAN #50-99)= 1,334 SF TOTAL FLOOR AREA = 316,530 SF FLOOR AREA RATIO 316,530 SF430 X 43560) 0.2422 P A 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) ACCORDING TO KRAFT FOODS THE ADDITION TO THIS WAREHOUSE SPACE WILL NOT ADD ANY EMPLOYEES PER WORKING SHIFT TOTAL NUMBER OF EMPLOYEES PER WORKING SHIFT (EXISTING+PROPOSED)=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 = 10,272 SQ. FT. PROPOSED OFFICE AREA (PER SITE DEVELOPMENT PLAN #50-99) = 9,371 SQ. FT, TOTAL OFFICE AREA = 19,643 SQ. FT./250 SQ. FT. = 79 SPACES TOTAL PARKING REQUIRED = 165 SPACES (251 DURING SHIFT OVERLAPS) TOTAL PARKING PROVIDED = 291 SPACES TOTAL HANDICAP SPACES REQUIRED = 7, 1 VAN ACCESSIBLE (PER ADA) TOTAL HANDICAP SPACES PROVIDED = 8, 1 VAN ACCESSIBLE SITE PLAN NOTES KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN 2002 EXPANSION FLAMABLE STORAGE BUILDING KRAFT FOODS INC. WINCHESTER, VIRGINIA WARN ING: This docurnteAi is the property of 111%Kraft Foods Inc. Futhef reproduction and/or distdburon Is prohibdetl Mthout the express w;:den permission of: Krafls Foods Inc., Corporate Engineering, Madison, Wisconsin. Inlormation or "s document Is not to be altered except with the written approval of the individual whose seat appears hereon. All rights of designs or ewentions are reserved. I it I ! 1 II I dREVISED.- � REMOVED VACATED PROPD��LINE�= ISSUED. FOR ::. 0 •• :• 0 .1•. SUBMITTAL KRAFT..t A �FT CORPORATE ENGINEERING MADISON,• aS lurm ©n 1. PARCEL AREA: 30.00 ACRES 2. ZONING: M-1 Industrial/Process 3. USE: MANUFACTURING 979C PATUXENT WOODS DRIVE, SUETE C PHONE: (410) 423-2500 4. PROPERTY IDENTIFICATION #: 54 ((A) 36H AND 36G COLUMBIA, MARYLAND21046 FAX: (410) 423-2570 5. MAGISTERIAL DISTRICT: STONEWALL WORK ORDER: 25354 KRAFT CONTRACT NUMBER: 6. BUILDING SETBACK REQUIREMENTS IN ZONING DISTRICT M-1 PER THE FREDERICK COUNTY ZONING ORDINANCE! ARE AS FOLLOWS: WASHINGTON SIGNATURES -FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS = 75' 0"AATMF14T CIVIL � rE�,l,�, STRUCTURAL MECHANICAL ELECTRICAL P.E. MANAGER -FRONT YARD SETBACK ON COLLECTOR OR M INOR STREETS = 75' -SIDE YARD SETBACK = 25' h9`ALS -REAR YARD SETBACK =25' C 7E 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 = AVKRAFTrPE/PM A/KRAMPEIBDE A/KRAMPFJCSM -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. DRAWING TITLE -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 . KSAFTPROJECTNO ORAWINGSCALE PHASE 10. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING WN 170' 1"=50' UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES, CADD FILE NAME (CADD PLOT SCALE CONCFPT 0w% Q � [:]gory O 1om ■ 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 -T DATE010 SHEET NUMBER WITH OWNER, WITH ADDITIONAL PLAN INFORMATION PROVIDED ASf V7ez iv2s/o2 NECESSARY BY ENGINEER. G� DRAWN BY 12. ALL SIGNS LOCATED ON THIS PROPERTY' SHALL CONFORM TO THE STANDARDS �`4� �� OF THE FREDERICK COUNTY ZONING ORDINANCE. ADDITION. `� � '. I iaY'Ib +.�a 9 CAM C01 CHECKED BY 13. NO OUTDOOR STORAGE IS PROPOSED WITH THIS 5�' 14, THERE ARE NO EXISTINGSIGNIFICANT ENVIRONMENTAL FEATURES. a Ivy. E3 ' RAW --]I 15. ALL LIGHTING SHALL BE DIRECTED AWAY OR SHIELDED FROM PROJECTNUMRFR 25384 ADJOINING PROPERTIES ��� ui�~d'�I, CLASSIFICATION: W a1 OZI COMPANY PRIVATE I Il 2 M a J wol F E III C A 0 1 1 2 I 3 I 4 5 � 6 I 7 I 8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 I_r ! , .J 1 10 j 11 N L K 11 G F E FIM C m G� .61 ',9Q,9 ,j is ,\ + - 1 CONCRETE PAVEMENT ` '+ e9 \ I \ 232 Z33 i (. \ ` E15 4 LIGHT POLE BASE ZZ32 Z33 4+71.00, 39.0'L 6g 71 GHlI ,,"I - , Nam`-�-_ ; • ,',/ , 2 ELECTRICAL CONDUIT TRENCH 2 ASP A TIC CONCRETE,', ' 32 E610 r Z32 Z33 1 I ? ,' �; yy ,_ -- _ _-__ 4+00 - �s 68 .5� ; hfi s TRENCH DRAIN i l I i f 1 1 1 t-7fTi�T f I L rt i f + + - '' - '� .7`'Ir ----- r 15-�, O i 6c) t 6y Eq ' 6y 6' ,�q Z�32 Z33 4+97.58, 82.46' L, TOP 687.96 c' � INV 6BS.70 .I r, - D L. r y P J} y, ( ( ' ' I` %✓ 3 TRENCHING & BEDDING G ; , ':+ t ,' 32 Z33 4+96.38, 24.1 5' L, TOf' 683.45 INV 67T89 c` t ! t f i ' VDOT T-DI-7 PRECAST CONCRETE TOP TYPE B-1 BASE 4+85,42, 153,76' R, TOP 68B.50 INV 685.70 - `�IDOT T-DI-7 PRECAST CONCRETE TOP UGE G n 69� ! LLI J t-`C' - 691 �9�E 6 9• TYPE B 1 BASE ------ r\ 5+26.11, 1 22.79' R, TOP 688.50 F az} 689 _ INV IN 684,73 x ' ( : ���G� t s' INV OUT 684.06 CONCRETE PAVEMENT RS Z32 Z33 ,r � z �. :L s FF'E = 692.00 ;1 10F 9 CONCRETE STIR ,Y Z32 Z33 - r r r ( sY' y3✓a $ I �.e3•r i .q Y'1 r i -, .. t � - 691 \I -90 • _ 1 L 1 J'. i 5+59,00, 54.30'.._R i I. �zFiajJ 5 SIDEWALKS r / �� . :' 8Z32 Z33 I Ej s l ' 66, 6c9qJ6 x `"• ��' j�P��' ,, /,i-! T o ,' S INV 683.1 6 6,9 i, %57 i w 6I - - 545 _ r I 01 •' • • • - - ' isi ^ , t<��}t , '�� t r I 686 -- � _..-- ...-� __ ---__ L_- �, rr x 161> t t I'61 - -m \ \ off 1 j 3 -4-"k1 t i •� t t �y^r C10 6. 6n� i - c4 I' r< 1 i t ' ! n= 69� 10 a r r *61 ------------ 6 6' \ �� 6 1 cp 6 6 19 6- ti S \ •t t I tt \J J 6 t t r I tt / 6, & i '\ r l \ r O i t 61 y 9,� + r d J t t t / , + r t t 11 d'6& 6t t • O 1 SITE PLAN SCALE: 1 " = 20' BASE LINE DESRIPTIONS POINT B-3 E 14578.8730 N 10270.6850 *BLDG CORNER POINT B-4 E 14677.8450 N 10378.2130 *BLDG CORNER BASELINE C POB 0+00.00 E 14410.90 N 10255,52 98.82' N 42A40'09.18" W P I 0+98.82 E 14483.56 N 10188.54 395.66' N 47A22'21.37" E PI 4+94, 48 E 14751.51 N 10479.66 98,53' S 42A40'09.18" E POE 5+93.01 E 14679,06 N 10546.44 "NO PARKING - FIRE LANE" SIGN 12" X 18" PLANT N T GRAPHIC SCALE 20 10 0 20 40 SCA E: 1 " = 20' 2 SITE LAYOUT '^`-' SCALE: 1 " 10' LEGEND EXISTING PROPOSED - CONC. BIT CONIC. CURB I BUILDINGS / �• it FENCE DECIDUOUS TREE rn CONIFEROUS TREE -- - ' -- - - - - PROPERTY LINE i STORM SEWER --- - 690 -- - - 690 INDEX CONTOUR - ---- 688 -' 688 INTERMEDIATE CONTOUR 28 (6.3 x 5+45.00, 34.00' L SPOT ELEVATION 689.28 . LIGHT POLE BASE KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISaN, WISCONSIN 2002 EXPANSION FLAMABLE STORAGE BUILDING KRAFT FOODS INC, WINCHESTER, VIRGINIA WARNING: This document sthe property oitneKraft Foods Inc. Futharreproduction and/or distribution is prohioded WrlhoUl the express written permission ofr Krft Foods Inc Corporate Engirmnng, Madscn, Wisconsin. Information on this document is not is be aitered except with the Written approval of the indi -4ual wrwse sea' appears hereon• Al; rights of designs or inventions are reserved. KEYED DRAWING NOTES 0 NEW LOCATION FOR RELOCATED LIGHT FIXTURE AND POLE. 2 SLOPE ASPHALTIC CONCRETE PAVING TO CONCRETE LOADING DOCK SLAB, 8% MAX. 1 REVISED FOR COUNTY COMMENTS 11/26/02 ADDED "NO PARKING FIRE LANE" SIGNS 0 ISSUED FOR CONSTRUCTION 9/18/02 B 90% SUBMITTAL B/28/02 A 601% SUBMITTAL 8/7/02 REV NUMINIR `7ESCR(FTIDN DATE REVISIONS KRAFT FOODS INC. ED CORPORATE ENGINEERING fvIADISON, WISCONSIN Washington Industrial/Process 9790 PATUX - WOODS DRIVE, SUITE C PHONE: (410) 423-2500 COLUMBIA, MARYIAND 21046 FAX: (410) 423.2570 WORK ORDER: 25354 1 KRAI FCONTRACT NUMBER: WASHINGTON SIGNATURES DEPARTM£'T CNIt RCHnFCTURAL STRu0W1,AL MECHANCAL ELECTRICAL P.£. hWmGER NMALS i)AT'E KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM A/KRAFTIPE/BDE A/KRAFF/PFJCSM I i ORAWItiG TITLE Q P 0 N M K i H G F E 7 D !I C SITE PLAN KRAFT PROJECT NO DRAWING SCALE PHASE B Vv'N 1701 ❑CDNC-PT ❑3M 6Tq ❑9U% 10M E FINAL CADD FILE NAME CARD PLOT SCALE '10, tee- DATE :nl - ti SHEET NUMBER �y ✓f 11 /25102 DRAWN BY - rtf?r;„t r.^.s1 i 5'? w' f CAM Z32 CHECKED BY I ,ii' RAVI A PROJECT NUMBER 25384 v.9 kt " d/ • J ��L CLASSIFfCATION: �a C� :ZIL i, F COMPANY PRIVATE 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 1 2 i 3 4 5 I 6 I 7 I B I 9 I 10 12 13 ( 14 15 I 16 ' 1! I 1tf C M L J H G F E D C B A HEAVY DUTY CONCRETE SEE JOINT PAVEMENT PAVEMENT CONC. PAVEMENT - DETAIL THIS SHEET 1.5" SM-2A ao 3" BM-2 FINISHED WIDTH VARIES, SEE PLAN 11 5T a 12' = 5'-0" -. a, � r: �-'. n a .4• �- owr�, ran rvvt �X X X X. �: c GRADE IN DIRECTION OF 8° VDOT #21-B 5' MIN_ . VV�1F 4" 2" SURFACE DRAINAGE D WWF HOLD BACK - \ c" t �r 3" FROM JOINT APPROVED PLACE NEW A.C. PAVEMENT SUBGRADE AGAINST CONCRETE SLAB -I ° . o. l i=111= I I I 1J-� �v na- �° �v TOP OF CONC _ ----- ° O o 4•i_. yEV 691.90 RIGID PAVEMENT ABUTTING I't-1 -;11-ill-1 I h I I 1 =1I-1 i E. !. I CONTROL JOINT DETAIL FLEXIBLE PAVEMENT OR GRAVEL CONCRETE I NOT TO SCALE NOT TO SCALE 6" x 6° - W2.9 x W2.9 WWM. ---- BREAK WWM AT CONTROL SUBBASE AND EXPANSION JOINTS TEJ REQUIRED AT NOTE: INTERSECTION OF PAVEMENTS - TOP OF PAVEMENT /4 CONTROL JOINTS SPACED AT 3' TO 5' INTERVALS SHALL BE ELEV 668.73 CONC. PAVEMENT _ -- --- -- y INSTALLED IN THE SIDEWALK CONCRETE TO FORM SQUARE SEE JOINT PANELS. EXPANSION JOINTS SHALL. BE PLACED WHERE SIDEWALKS ABUTT EXISTING STRUCTURES. SEE DETAIL 1 ON Z03 FOR JOINT DETAILS SEAL DETAIL �, I �X X-- -X-- , X- �� � CO 14 CONCRETE LANDING, SEE PLAN Tn-"- #4 BARS AT N_ 12" OCEW COMPACTED SUBGRADE SUBBASE -4- -�'-- .- WWFHOLDBACK �5 SIDEWALK DETAIL JIlIll 9 CONCRETE STAIR DETAIL a:a a I 3" FROM JOINT NON EXTRUDING Z32 ZS3 NOT TO SCALE Z32 Z33 NOT TO SCALE BUTTJOINT Lt" DIAMETER, 18" LONG----.--._.__. DOWEL SPACE 12" CENTER TO JOINT FILLER STRIP CENTER. ONE END PAINTED AND OILED. THIICKENED-EDGE EXPANSION CONSTRUCTION JOINT DETAIL JOINT (TEJ) DETAIL 12" GRATING SEE - REBAR TYP NOT TO SCALE NOT TO SCALE TRENCH DRAIN DETAIL - ----- - - / CONCRETE SLAB 95 BAR AT 12" OC *5 BAR AT 12" OC s EACH FACE TYP -- _.__... r > EACH WAY 4'-0" MIN �r CONTROL _ Cm} O O- LENGTH TYP 3/4' JOINT TYP - 1 r U ~ 4'-O' TYP MINSURFACE PAVEMENT 314"� F SURFACE MIN) PAVEMENT � / I FACE - - - - - PAVEMENT I X" a • v SUR CO r) SURFACE `� =`' "- POURED - : POURED �`� • - - ; ° \ t 1 JOINT JOINT D - - t > C- - - (� _..._._.... SEALER f..- SEALER �, �, n > \ �« SEPARATING CONCRETE BACKER SEPARATING TAPE SHOULDER -` MATERIAL TAPE // i �� tJr e 1 t - NON -EXTRUDING - ` CONCRETE FILL --- INITIAL JTFILLER (MIN #5 BAR SLOPED TOWARD ' SAWORCINSERT ) 3l4° DETAIL B AT 12" OC TYP PIPE N i 8` DETAIL A TYP JOINT -/ # BOTTOM 9 BARS AT 6" OC • - i� �� « #5 BAR CONTROL JOINT EXPANSION JOINT EACH FACE ------ - ,' - AT 12" OCEACH ; (USE EITHER DETAIL A 1 PCH FACE I OR DETAIL B) _�, 77 >/�----- - --_ _-_-_ � #5 BAR � n � \ 4X4 - W4.5XW4-5 APPROVED WWF SUBGRADE 8" PORTLAND CEMENT CONCRETE PAVEMENT 6'CRUSHED AGGREGATE VDOT 21-A PROVIDE HEAVY DUTY, REINFORCED CONCRETE TRUCK PAVING WHERE SHOWN ON THE DRAWINGS AS FOLLOWS: B" THICK CONCRETE WITH CONTROL JOINTS ON 20' CENTERS BOTH WAYS, 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). CONCRETE PAVEMENT Z33 NOT TO SCALE 1.5" HOT ASPHALTIC CONCRETE SURFACE SM-12.5A �4" BASE MIX BM-25.D BASERTY EED2 Gg REGATE Do �� COMPACTED TO 95% STANDARD PROCTOR --- _ -� DENSITY. \-SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. ASPHALTIC CONCRETE c c NON -PLASTIC PIPE PIPE MAXIMUM DIAMETER A' ,0, 24' & UNDER 12° - OVER 24" 18' 2 PAVEMENT SECTION 3 TRENCHING AND BEDDING Z32 Z33 NOT TO SCALE Z32 Z33 NOT TO SCALE --- - 30' LIGHT POLE BASE PLATE / SEE ELEC DWGS i" CHAMFER TYP G / 3/4" NON -SHRINK GROUT f (4) 1„ DIA i 'I ANCHOR BOLTS o� 2'-6" _ �) 111 4 1 ° ID IA ANCHOR BOLTS II -III III11 � ' S COORDINATE WITH 1_0 IT CO POLE MANUFACTURER N LIGHT 1 " PVC POLE _...._ _ e _ , _ o-12'x12"xi " 1 TCYOP DUIT STEEL BASE PLATE 77 GROUND CONCRETE FOOTING (8) #9 BAR AROUND CONDUCTOR PERIMETER #3 TIE SEE ELEC DWGS AT 12" OC TYP BASE DETAIL BASE PLAN TYPICAL LIGHT POLE BASE DETAIL .1� MEN NO 232 Z33 NOT TO SCALE CONTROL JOINT CONCRETE SOTTO' OF DRAINAGE TREt '12" GRATING SEE TRENCH DRAIN DE_ CONCRETE SOTTO OF DRAINAGE TREI BACXFILL SHALL BE W A�>GOR'JANCEWVITH SPECIFICATIONS CONTROL JOINT BEDDING MATERAL AT 12° OC / EACH FACE �- - p I i C7 C) Z-10" 1 •_Qx TYP 4'-10" TRENCH DRAIN SECTION / SCALE: 1 "-1'-0-- t3" I 4'-L) B" 6 TRENCH DRAIN PLAN 232 1 Z33 SCALE: 1 "-1'-Qn 12" GRATING SEE TRENCH DRAIN DETAIL t5" PIPE lk5 BAR AT 12" OC EACH FACE EACH WAY TYP J CONCRETE FILL SLOPED TOWARD N O \ PIPE 4'-0" TYP f 1 7 > CONCRETE - V SHOULDER / 1 #5 BAR AT 12' OC #5 BAR 8„ EACH FACE TYP AT 12" OC TYP `-� /�4` // TYP c .�f��J/ • e. , s •- 9 - , e e. , ®. r •- i - 7 - - - -i>- -1> #5 BAR AT12'OC EACH FACE - - - - - - - J` 99 BARS j I AT 6" OC EACH FACE 5'-I" 1'-0. 7.�„ TYP TRENCH DRAIN SECTION SCALE: 1 "-1'-01' NLET 0.1524 FILTER CLOTH---��C1� ° (OPTIONAL) (DOWNSTREAM VIEW) V DOT #i COARSE AGGREGAT&� Co 5 �,, �Oo Oo too 0.914 FLOW p��O` d� `��O ° _ ° oL o ° `t) 7 cif L ° 0a °o i 0.81 HECTARES 17 ACRES) OR LESS OF DRAINAGE ARE 450 MIN GRAVEL * (300 MIN DEPTH) RUNOFF WATR --� WITH SEDIMW, 0.914 ° FILTER FABRIC OVER SED 9 RE MESH FILTERED WATER SPECIFIC APPLICATION THIS MEMOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARK EXPECTEABUT NOT WHERE PONDING AROUND THE STRUCTLWE MIGHT A CAUSE EIMSSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTW77D AREAS. ,�. CONSTRUCTION SPECIFICATIONS A_ WIRE MEW SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A ' MINIMUM Of 300 BEYOND EACH SIDE OF THE INLET STRUCTURE. WIRE MESH WITH FILTER CLOTH o ° ��G�� "L' o''o °�ti1�t%� 0.914 25 OPENM3 SHALL BE USED. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, (OPTIONAL) �� °1 ° THE STRIPS SHALL BE OVERLAPPED. 0 B. COARSE AGGREGATE SHALL BE PLACED AS INDICATED IN DETAIL THE DEPTH OF STONE T SHALL BB AT LEAST 300 OVER THE ENTIRE KYLE OPENING. THE STONE SHALL EXTEND IDOWVNSTREAM VIEW) BEYOND THE THE INLET OPENING AT LEAST 450 ON ALL SIDES - V DOT ''I C. IF THE S7VYE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER CWSE AGGREGATE-\ = `0 o.� -- - ADEQUATELYPERFORMS ITS FVAtCTTON, THE STONE MUST BE PULLED AWW'AY FROM `�� 2 THE INLET, CLEANED AND OR REPLACED. FLOW " °i�°O�,A * GRAVEL S��LL BE VDOT #3, f357 OR -5 COARSE AGGREGATE CLASS I RIFRAP STANDARD SYMBOL: IP 0.81--4.05 HECTARES (2-10) ACRES OF DRAINAGE AREA G&iVEL AND WIRE MESH REMOVAL OF PRACTICE .DROP INLET SEDIMENT FILTE IP UNLESS THEY WILL M INCORPORATED INTO A PERMANENT STORMWATER MANAGEMENT 10ONTROL, CHECK DAMS MUST BE REMOVED WHEN THEIR USEFUL LIFE HAS BEEN COMPLETED. IN TEMPORARY DITCHES AND SWALES, (`HECK DAMS SHOULD BE REi'dOVW AND THE DITCH FILLED IN WHEN THEY ARE NO LONGER NEEDED. IN PERMAN&T STRUCTURES, CHECK DAMS SHOULD BE REMOVED WHEN A PERMANENT LINING CAN BE INSTALLED IN THE CASE OF GRASS LINED DITCHES, CHECK DAAff SHOULD BE REMOVED WREN THE GRASS HAS MATURED SUFFICIENTLY TO PETECT 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 TM STONE EASIER. 1. SET POSTS AND FXCAVATE A 100 s 100 THE POSTS. TRENCH UPSU)PE ALONG THE LINE MAINTENANCE OF POSTS. 6.0'MAX 12 M kW.GAUGE MIN ME:SII SPACING CHECK DAMS SIMULD, BE CHECKED FOR SEDIMENT' ACCUMULATION AFTER EACH � � 6" MAX RUNOFF -PRODUCING :STORM EVENT. SEDIMENT SHOULD BE REMOVED WHEN IT � J REACHES ONE IMF OF THE ORIGINAL HEIGHT OF THB MEASURE. REGULAR LVSPECT103S SHOUL:LI BE MADE TO INSURE THAT THE CENTER OF THE DAIJ IS LOWER THAN THE EDGES. EROSION CAUSED BY HIGH FLOWS AROUND STEEL OR WW lOD �'' 100 THE EDGES OF THE DAM SHOULD BE CORRECTED IeMAIEDIATELY. POST -IMBED 3.0' , 3. A71ACH ITE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE STANDARD SYMBOL: THE WEE FENCE AND EXTEND IT EXCAVATED SOIL. iii INTO 71ff TRENCH. ROCK CHECK DAM CD EXTENS10,% OF FABRIC AND WIRE LIMT) THE TRENCH. wigK- FILTER FA.BRIC�-- { GROUND LINE STANDARD SYMBOL 44.0' MIN. - 3.0' f , 53 EX PAVEMENT INSTALLATION BERM FILTER CLOTH (OPTIONAL) 1. T'rT HEIGHT OF A SILT FENCE SHALL BE A MINIMUM OF 400 .ABOVE TET ORIGTKiL GROUND SURFACE AND SHALL NOT EXCEED 850 ABOVE EX GR0170 SIDE ELEVATION 9_gOUND E-T TVATION. EX. PAVEMENT WASMKCK 2. E FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT (OPTIMAL) -\ 44 0' MIN �A TUI THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN .11I S ARE UNAVOIDABLE, FILTER CLOTH SHALL BE SPLICED TOGETHER B B o ONLY AT A ,SUPPORT" POST, WITH A ,MINIMUM 150 OVERLAP, AND SHC'URELY SEALED. ill o -- 10, 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY I00 WIDE AI:'.?.) 100 MIN. IREEP ON THE UPSLOPE SIDE OF THE PROPOSED LOCATION OF' THE I 'ill ASURE. �~ A 4. WEEN WIRE SUPPORT IS USED, STANDARD STRENGTH FILTER CLOTH VDOT #1 COARSE kAff 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 JESH FENCE MUST BE FASTENED SECURELY TO THE UPSLOPE SIDE * MUST EXTEND FULL WIDTH TRAPPANG DEVICE Of THE POST USING HEAVY DUTY W!7RE STAPLES AT LEAST ONE INCH OF INGRESS AND EGRESS OPERATION LANG, 77E WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TWENCH A MINIMUM OF 50 AND SIMLL NOT EXTEND MORE TFW 850 PLAN VIEW ABOVE THF, ORIGINAL GROUND SURFACE. THE STANDARD -STRENGTH �---�- FABRIC SHALL BE STAPLED OR WIRED TO THE WIRE FENCE, ACID 200 12.0' MIN. G':T THE FASRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC &ULL NOT BE STAPLED TO EXITING TREES. 3" MIN. 5. iW iEN WIRE SUPPORT IS NOT USED. EXTRA -STRENGTH FILTER CLOTH DTI lu= += SHALL BE USED. POSTS FOR THIS TYPE OF FABRIC SHALL BE PLACED % A MAXIMUM OF 1800 APART (SEE PLATE 3.05-2). THE FILTER FABRICFILER CLOTH- SEALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS U-3ING 25 LONG (MINIMUM) HEAVY" -DUTY MIRE STAPLES OR TIE WIRES SECTION A -A AaWrD 200 OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH- THE FABRIC SHALL NOT BE STAPLED INTO EXISTING TREES. THIS METHOD OF 6.0'MHJ. 0,TTALLATION HAS BEEN FOUND TO BE MORE COMIYTONPL.4CE THAN T4. 'j 6. II A SILT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SI,)ALE, THE MEASURE MUST BE OF SUFFICIENT LENGTH TO ETIMINATE LVDFLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC W A HORSESHOE WW7TH THE ENDS ORIENTED UPSLOPE (SEE PLATE ZJW-2). EXTRA- STRENGTH FILTER FABRIC SHALL BE USED FOR THIS o APPLICATION WITH A MAXIMUM 900 SPACING OF POSTS. REINFORCED L VCRETE DRAIN SPACE hLL OTHER INSTALLATION REQUIREMENTS NOTED IN #5 APPLY. 1. THE 100 BY 100 TRENCH SHALL BE BACKFILLED AND THE SOIL SECTION B-B COMPACTED OVER THE FILTER FABRIC. 8. KT FENCES SHALL BE REMOVE WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN CONSTRUCTION SPECIFICATIONS FERMANEI;' ZY STABILIZER. MAINTENANCETHE AR& OF THE ENTRANCE MUST BE EXCAVATED A MINIMUM OF 75 AND MUST BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE L .'SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL MATERIAL. THE FILTER FABRIC UNDERLINER WILL THEN BE PLACED THE FULL AVD AT LEAST DAIL A' DURING PROLONGED RAINFALL. ANY REQUIRED WIDTH 421D UNGTH OF THE ENTRANCE. ON PAVED AREAS, PLACE FILTER FABRIC 'EPAIRS SHALL BE MADE IMMEDLATELYY, ON PAVE31FATNO EXCAVATION REQUIRED. 2. CLOSE ATTENTION 5'HALL BE PAID TO THE REPAIR OF DAMAGED SILT FOLLOWING TH INSTALLATION OF THE FILTER CLOTH, THE STONE SHALL BE PENCE RESULTING FROM ENT) RUNS AND UNDERCUTTING. PLACED TO THE SPECIFIED DIMENSIONS. IF WASH RACKS ARE USEATHEY ,SHOULD BE WTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. 3. &FIOULD T'IE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CON- �'EFFECTIW�E PRIOR TO THE END OF THE EXPECTED USABLE LIFE STEUCTED A=RDING TO SPECIFICATIONS, CONVEYANCE OF SURFACE WATER AID THE BARRIER ;STILL BE NECESSARY, THE FABRIC SHALL n 1 UNIJER FYTRANCE, THROUGH CULVERTS, SI1rWLL BE PROVIDED AS REQUIRED, FEPLACED PROMPTLY. IF SUCH CONNYANCE IS LUPOSSIBLE, THE CONSTRUCTION OF A 'MOUNTABLE' 4. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. BERM WITH &6H SLOPES WILL BE PERMITTED. ',THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY THE FILTER (BOTH 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. TIN FABRIC SHALL BE INERT TO COMMONLY ENCOUNTERED CHEMICALS AND HYDROCARBONS, BE MILDEW AND ROT RESISTANT, AND CON- PS NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM WITH THE FORM TO TRI PHYSICAL PROPERTIES NOTED IN TABLE 3.02-A. -RUSTING (TRADE, PREPARED, AND SEEDED. MAINTENANCE TEMPOR,4RY SILT FENCE SF THE ENTRAN(K SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT T&ACKII G 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 LUSTING STONE AS CONDITIONS DEMAND AND REPAIR ANDOR CLE'ANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT ALL, MATERLALS SPI LEA DROPPE➢, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR HVTO STORM DRAWS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER fiRITCKS TO MdOVE MATERIALS DROPPED, WASHED OR TRACKED ONTO ROAD- WAYS WILL Mr BE PERMITTED UNDER ANY CIRCUMSTANCES. STANDARD SYMBOL: CE. STONE CONSTRUCTION ENTRANCF,�� Q KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN 2002 EXPANSION ° FLAMABLE STORAGE BUILDING KRAFT FOODS INC. N WINCHESTER, VIRGINIA WARNING: This document is the property of the Kraft Foods Inc. Fulher reproduction andror distribution is prohibited without the express wnften permission of: Krafts Foods Inc. Corporate Fsgineering• Madison, Wisconsin. Information on this document is not to be altered except with the written approval o' the indvidual whose seal appears, hereon. Ad rights of designs or oventws are reserved. M L K H GENERAL_- CIVIL NOTES 1. VDOT DETAILS CAN BE FOUND AT: hitp://www.vdot.state.va.us/LocDes/Electronic°/`2OPubs/2001 %2OStandards/standards.htm G 0 ISSUED FOR CONSTRUCTION 9/18/02 B j 90% SUBMITTAL 8128/02 A 60% SUBMITTAL 617/02 R7T+�' NUMeE:;P DEWRiP104 DATE REVISIONS KRAFT KRAFT FOODS INC. CORPORATE ENGINEERING MADISON, WISCONSIN Washington Industrial/Process 9790 PATUXENT WOODS DRIVE, SUITE C PHONE'. (410) 423-2500 COLUMMA, MAR'fLAND 2104.9 FAX: (410) 423-2570 WORK ORDER: 25354 KRAFT CONTRACT NUMBER: WASHINGTON SIGNATURES DEPARTk1EN'. Civil ARCO GTURAt STRUCTURAL. MECHANICA1. ELECTRICAL P.E. M"AGER INITIALS DATE KRA,FT RELEASE FOR CONSTRUCTION A/KRAFT/PE',AM A/KR.AFT/PE/BDE A/KRAFT/PE/CSM DRAWING TITLE F E D C DETAILS KRAFT PROJECT N11C DRAWING SCALE PHASE B WN 1701 °NCEPT ❑30b 6D: 09D°b t xK ■ FNAL CADD FILE NAME CADD PLOT SCALE �xy r)�� � DATE SHEET NUMBER ` 9/1 R102 DRAWN BY cow ;. ;, ::: • .: • k_ Imo` ts r � F 2 Zl Z33 CHECKED BY � Ra11IFI w PROJECT NUMBER 25384 Svwr.i ¢} CLASSIFICATION: COMPANY PRIVATE 1 I 2 I 3 4 5 6 7 8 9 10 11 12 13 14 15 tfi 17 18