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HomeMy WebLinkAbout01-01 Kraft - Caprisun - Warehouse Expansion - Stonewall - Backfile (2)MEMORANDUM TO: File Information FROM: Jeremy F. Camp, Planner II DATE: February 19, 2002 RE: Addendum to Site Plan# 01-01 (7F-1 Kraft Foods Warehouse Addition Property Identification Numbers (PINs)54 ((A)) 36H & 36G This memo is to document the administrative approval of an addendum to site plan 901-01. The new plan is approved for the construction of a 2,060 square foot mechanical equipment pad. All other aspects of the site have remained the same. Two copies of the revised site plan are attached to this memorandum. JFC Attachment U:Ueremy\Site Plan Review\Addendums\2002\Archive\AddendumtoSP#01-01.wpd K, 4 5 0 7 3 N 0 12 14 15 16 17 18 0 I I M L i H G F E IC C n Approved by the Zoning Administrator Zoning Administrator Signature Note: Site plan is valid for 5 years from the date of approval. r,' Date SITE ORIENTATION PLAN SCALE: 1 " = 50' FLOOR AREAS EXISTING MANUFACTURING = PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN #52-99) = PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN #54-99) = EXISTING OFFICE SPACE = PROPOSED OFFICE SPACE (PER SITE DEVELOPMENT PLAN 50-99)= PROPOSED WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN #14-00) _ PROPOSED MANUFACTURING WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN 01-01) _ GROSS FLOOR AREA = PROPOSED OUTDOOR EMPLOYEE BREAK AREA (PER SITE DEVELOPMENT PLAN #50-99)= TOTAL FLOOR AREA = 209,026 SF 8,727 SF 2,312 SF 10,272 SF 9,371 SF 2,560 SF 37,940 SF 269,568 SF 1,334 SF 270,902 SF 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) 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 = 19,643 SQ. FT./250 SQ. FT. = 79 SPACES TOTAL PARKING REQUIRED = 165 SPACES (2�1 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 1. PARCEL AREA: 30.00 ACRES 2. ZONING: M-1 3. USE: MANUFACTURING 4. PROPERTY IDENTIFICATION #: 54 ((A)) 36H AND 36G 5. MAGISTERIAL DISTRICT: STONEWALLL 6. BUILDING SETBACK REQUIREMENTS IN ZONING DISTRICT M-1 PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: -FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS = 5' -FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS = 71, -SIDE YARD SETBACK = 25' -REAR YARD SETBACK = 25' 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 = N/A 7. 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. 8. TRIP GENERATION TRAFFIC VOLUME = 840 VEHICLES PER DAY 9. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. 10. ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM TO THE STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE. 11. THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES. Q KRAFT P KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN 0 CAPRI-SUN SYSTEM 3 CHILLER PAD 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. M OWNER AND DEVELOPER: KRAFT FOODS, INC. 220 PARK CENTER DRIVE WINCHESTER, VIRGINIA 22603 CONTACT: TOM CORNELL PH: (540) 678-0442 FX: (540) 545-8942 L a P V DIST [CT LIN v DIS RICT LINE e� 2 9 p e N &5 I e A 19 6 p O I9 SITE R, 6 p B B `nte now "�xrw,rw R �� ryry P LOCATION PLAN SCALE: 1 " = 2000' lAL SITE PIA o-„ R®VE®_ H GRAPHIC SCALE 50 0 50 100 SCALE: 1" = 50' G F 0 FINAL 101mo01 REV NUMBER DESCRIPTION DATE REVISIONS KRAFT FOODS INC. KRAFT CORPORATE ENGINEERING E MADISON, WISCONSIN 5 Washington IndustrlallProcess 10490 LITTLE PATUXENT PARKWAY PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21044 FAX: (410) 423-2570 WORK ORDER: 22784 KRAFT CONTRACT NUMBER: 22784 D WASHINGTON SIGNATURES DEPARTMENT CIVIL ARCHITECTURAL STRUCTURAL MECHANICAL ELECTRICAL P.E. MANAGER INITIALS DATE KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM AIKRAFT/PEBDE A/KRAFT/PE/CSM DRAWING TITLE SITE ORIENTATION PLAN KRAFT PROJECT NO DRAWING SCALE PHASE 24111 1"=50' CADD FILE NAME CADD PLOT SCALE ❑ CONCEPT ❑ 3T% ❑ eov ❑ 90% ❑ 100 ❑°� FINAL CS-0001 1:1 11a DATE SHEET NUMBER 10/30/2001 DRAWN BY DRW c h as �� a CHECKED BY oo Imom .RJW PROJECT NUMBER P15zh 24111 - CLASSIFICATION: COMPANY PRIVATE C n 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 !i 10 11 12 13 14 17 M M q6, 0 0 G F D C 4 RETAIL ZONED M-2 43 ((A)1 35 I ZO TA 13 3 �4 ZONED BVACANT 3 DENSE TREES &BRUSH 54 ((Al1 85 �/ 43 ((1) C ---------------------- --- --'�,.�— \--- --------------------------- ----------- ------------ --------------- -- —---------- —I---�-- ——— i--—--I—--I—-- I-- ----I-----I————— I -�-- INTX. R.R= '— R S/E--EE—_AC +L_—O O—O� —OPF—II-I III—S— /R-- ——--O ---—/-�—�--E—+—��BSSFQ-77— I?I---�UT1r-7_--"'-►/—� /�/Y ---/'\rLA— /- tiyt _, , '�,�-�_47I_�{-,-I 1 I:1�. 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' � AxN 'T NfEZOE- __ IP CHILLER DIKE PAD FRUCTOSE d7 TANKS RESIN SILO PAD SPILL BASIN t-tfi1--�fi�t—I—tttt-I--�l—I—t =___==-_ _========�8„ FM E-----_1------- - - - - --- - - - - - - - - =�TI�--� -� I- -_-_I _____ re_W-12 7-7--7-77—T r--7—r—T r————— — — — — —— IF MEPIT ERII VACANT ZONED M-1 43 (A)) 36 W =—___--------�� BU/LO//VG L 7 Ul I E + *DO—CRLAN —— Ri �- - -- 'co /CrM 7— L,4/V -a - -- , MANUFACTURING, STORAGE AND OFFICE BUILDING PP FLOOR ELEV,=690.0 6 FC BUILDING HEIGHT=LESS THAN 60' -FLOOR AREA=219,298 S0. FT. $ -=J------------MANUFACTURING ZONED M-1 - - - - - - 54 ((A)) 36H _-- - - - — - - - - - - - - - - - - — — BU/L0//VGIT T00 O S/TE CEVELOf�ME/VT�A00/T I------------ VACANT I ————— — —_ — —_ --- EXIST. TASPHALT PAVING M-1 54 ((A)) 36G (OWNED BY KRAFT GENERAL FOODS) _ _ _ _ �5� L - -- -c m �wXSTGRAVEL PAVIN Ow 0 OPOBU/LOBG Ex. 2-4„—----------- CONDUIT ---------- TO TE CEVELO/A-//E/V7— A00/T/ONO 6" F Lp� O VOM/ELOCATE0 TRUCK /=AFR/< /VG - - - -- THAT SHOWN O - - - - - =-2 ��,�S LA/4-00S/7—E CE/ELO/�MEVT 8'iW -- — ——— — — — — — nL - - - - -- ------------ Fnk" r;_ --- L rtq ---------------- 8 EXIST LOADNG BAYS I (1 2eX 6 r) C - - - - - - - - - - - GREEN BAY PACKAGING, INC./�0/ --- I ZONED M-110 FIRELINE TO EE 54 ((A)1 36LIL -- L G BAY I; 5 EXIST. LOADI I 14 5 EXIST. LOADING BAYS ------ 2C6(12'X 651 EXIST. CONCRETE PAVING EXIST. CONCRETE PAVING (8u CONC. ON 6n DGAB) ---------------------------------- ----- ---J75' BUILDING SETBACK 7�-BUILNG-SE-T�I�------ -10" F - - - 0------- -211 PROPOSED R 2,060 SF MECHANICAL -_------- -------- EQUIPMENT PAD EXTENSION /7 50.00, , FFE=686.00 \S 47° 22' 23"W --_-------_--- _ - --- ------ - --- -- -- - __—__—__—__—__—__—__—__—__—__—__—__ _G_—II `�_— ---------- — —__--_--_------ I — WEST BROOKE ROAD (ROUTE 1320) 60' R/W EX2-4'y POSTED SPEED=35 M.P.H. CONDUIT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --- - -- -- - -- -- - "----- LI----------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- CRIER & SHOCKEY GROUP OF WN FORT COLLIER GROUP, LLC ZONED M-1 ZONED M-1 54 ((A)) 360 54 ((A)) 36P 20' SAN. SEW. ESM'T. PARKING ANALYSIS SITE PLAN NOTES SCITE ORIENTATION PLAN PARKING SPACES REQUIRED FOR MANUFACTURING SPACE PER 1. PARCEL AREA: 30.00 ACRES LE: 1=50' THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: 2. ZONING: M-1 3 PARKING SPACES PER 4 EMPLOYEES ON THE MAXIMUM 3. USE: MANUFACTURING WORKING SHIFT. 4. PROPERTY IDENTIFICATION #: 54 ((A)) 36H AND 36G 5. MAGISTERIAL DISTRICT: STONEWALL NUMBER OF EMPLOYEES ON THE MAXIMUM WORKING SHIFT (EXISTING) 6. BUILDING SETBACK REQUIREMENTS IN ZONING DISTRICT ``M -` 1 PER THE PER HE PER KRAFT FOODS = 114 (228 DURING SHIIFT OVERLAPS) FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: -FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS =75' TOTAL NUMBER OF EMPLOYEES PER WORKING SHIFT -FRONT YARD SETBACK ON COLLECTOR OR MINORSTREETS = 75 (EXISTING+PROPOSED)=114 (228 DURING SHIFT OVERLAPS) -SIDE YARD SETBACK = 25' -REAR YARD SETBACK = NUMBER OF PARKING SPACES REQUIRED FOR MANUFACTURING=86 BUILDING SETBACKS PROVIDED: (172 DURING SHIFT OVERLAPS) -SIDE YARD BUILDING SETBACK PROVIDED TO THE WEST= 702.0' ' FLOOR AREAS -FRONT YARD BUILDING SETBACK PROVIDED TO THE SOUTH = 83.5' PARKING SPACES REQUIRED FOR OFFICE SPACE PER THE FREDERICK -ADDITIONAL SIDE YARD BUILDING SETBACKS = N/A COUNTY ZONING ORDINANCE ARE AS FOLLOWS: -REAR YARD SETBACKS = N/A EXISTING MANUFACTURING = 209,026 SF 1 PARKING SPACE PER 250 SQ. FT. OF FLOOR AREA 7. SIGHT DISTANCES = PROPOSED MANUFACTURING PER SITE DEVELOPMENT PLAN #52-99 - 8 727 SF -THE POSTED SPEED LIMIT ON WEST BROOKE ROAD IS 35 M.P.H. ( ) - EXISTING OFFICE AREA = 19,643 SQ. FT./250 SQ. FT. = 79 SPACES -SIGHT DISTANCE ON WEST BROOKE ROAD IS EQUAL TO OR GREATER THAN Zoning Administrator Signature Note: Site plan is valid for 5 years from the date of approval. PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN #54-99) = 2,312 SF TOTAL PARKING REQUIRED = 165 SPACES (251 DURING SHIFT OVERLAPS) 350 FEET AT THE PROPOSED ENTRANCE LOCATION. -THE POSTED SPEED LIMIT ON PARK CENTER DRIVE IS 35 M.P.H. EXISTING OFFICE SPACE = 10,272 SF TOTAL PARKING PROVIDED = 291 SPACES -SIGHT DISTANCE ON PARK CENTER DRIVE IS EQUAL TO OR GREATER THAN 350 FEET AT EACH EXISTING ENTRANCE LOCATION. PROPOSED OFFICE SPACE (PER SITE DEVELOPMENT PLAN 50-99)= 9,371 SF 8. TRIP GENERATION TRAFFIC VOLUME = 840 VEHICLES PER DAY TOTAL HANDICAP SPACES REQUIRED = 7, 1 VAN ACCESSIBLE (PER ADA) 9. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING PROPOSED WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN #14-00) = 2,560 SF UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. TOTAL HANDICAP SPACES PROVIDED = 8, 1 VAN ACCESSIBLE 10. ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM TO THE STANDARDS PROPOSED MANUFACTURING WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN 01-01) = 37,940 SF OF THE FREDERICK COUNTY ZONING ORDINANCE. 11. THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES. GROSS FLOOR AREA = 269,568 SF PROPOSED OUTDOOR EMPLOYEE BREAK AREA (PER SITE DEVELOPMENT PLAN #50-99)= 1,334 SF TOTAL FLOOR AREA = 270,902 SF • CAPRI-SUN SYSTEM 3 CHILLER PAD EXPANSION KRAFT FOODS, INC. 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. OWNER AND DEVELOPER: KRAFT FOODS, INC. 220 PARK CENTER DRIVE WINCHESTER, VIRGINIA 22603 CONTACT: TOM CORNELL PH: (540) 678-0442 FX: (540) 545-8942 I �ry � 9 PK' D IST [CT LIN DIS RIOT LINE a� SITE - R, s Gd ,s I rq Nx ' a��M1ry �m w ` e y LOCATION PLAN SCALE: 1 " = 2000' INAL.. SII-L PLAIN &" OV D GRAPHIC SCALE 50 0 50 100 SCALE:1" = 50' 0 FINAL 10/30/2001 pEV NUMBER DESCRIPTION pATE REVISIONS - KRAFT FOODS INC. KRAFT CORPORATE ENGINEERING j MADISON, WISCONSIN " Washington Industrial/Process 10490 LITTLE PATUXENT PARKWAY PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21044 FAX: (410) 423-2570 WORK ORDER: 22784 KRAFT CONTRACT NUMBER: 22784 WASHINGTON SIGNATURES DEPARTMENT CIVIL ARCHITEMAAL STRUCTURAL MECHANICAL ELECTRICAL P.E. MANAGER INITIALS DATE KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM A(KRAFT/PE/BDE AIKRAFT/PE/CSM DRAWING TITLE SITE ORIENTATION PLAN KRAFT PROJECT NO DRAWING SCALE PHASE 24111 CADD FILE NAME CADD PLOT SCALE ❑ CONCEPT ❑ 30% ❑ 80% ❑ s0% ❑ 100% ® FINAL CS-0001 1:1 DATE 10/30/2001 DRAWN BY • ® DRW BOBEIfTJAMESWALUCE CHECKED BY No.035565 2 RJW rd. PROSIECT NUMBER '"#+" '• 24111 2 3 4 I 5 6 i 7 8 9 10 1I116 17 18 CLASSIFICATION: COMPANY PRIVATE X 2 3 4 R 0 7 N 10 12 13 14 15 �T: 17 [L 9 I IN L 12 J d G F L� n C A 1 ! PLANTING SCHEDULE I RETAIL SYMBOL QUANTITY BOTANICAL NAME COMMON NAME CAL HEIGHT SPREAD METHOD COMMENTS 4 \�\� ! , ` ZONEDM-2 1 1 )35 P ��� \ ! VACANT DENSE TREES 8, BRUSH 1 1 D` , ZONED B-3 54 ((A)l 85 ZONEEDD B 8-3 , �F \ �\ I 43 ((1) C 1\ - I — — --- — — — �� \� ,—r\ -------------------------------------__—_------_-------- ------ ------------------------------- \ 1 AR 13 ACER RUBRUM RED MAPLE 2"-21/2" 10'-12' - B&B - — — — — — — — — — — —— -•'= _ __ —_ —_ _ _ _ — — — —------------------------____ -__ _- —--—---————I--—�—�-- F—^-�--————I————--F--——i----� —�__I_ _ - INTX. R.R=a ------- --------------------------------------------------------------------------- -- `- 1 N 47° 22' 23" E a01.05 PXA 6 PLATINUS X ACERFOLIA LONDON PLANE TREE 2"-21/2" 10'-12' - B&B - �` _ll �---------------------------------------.-_- - -25r8UILDING SETBACK - - - - - - - - - - - - - - - - - - - - - - - - - - - - -..�� '`\` 25' BUILDING SETBACKtf I I I I I I �\ L N T L WALL J�1?•EG-�-�-I-�-�-�- 7 1 �� ;I + I Ir I CHILLER DIKE I� 1 II I) II I PAD FRUCTOSE TANKS RESIN SILO ( °° °° m m / PAD SPILL BASIN - - � `q ' /\-�-----------i------------------_-_---��----�---_-_-_-_-�-'/S,f��-'t-t-I-1-tt�t-I-t-t--t-i-I-1"rt-r--t-t-I��'i , I I I VACATED FF?OPE74TY L/NE � li ° � -• I -tt- � ; j `I --------------- f?ELc .--.r---/- ---I I .-�,"I•1- .'I., �---/�--7 - t/ -k�- II I r I II I - I. -\I � �I_-II\rkI}�V1IIII1iI'I1IIIIFiI�III/�IIIIII1IIiI1fi+IIiI ; IIII I�jI "II- I\ I III III'a -^-_ ---'II},�`i-_i5--- - ,��I(I.a>��t�� � rrI.-: -" --r 3� "{�_sw=:. -? g•y-,., . _-4 -= 7y;I1J+�Ii4 sII1I1Ii'I'�-=e'H_=h - s s a , �t _rt .=�-.T _e- - cu.ff_ /s"x�i ok - -_ -- _- ----- --- P--- --- R--- �1_- 1 �-I�II -�II --_- -_--_- -_P--_-R-=-A-=O-0-=-P-I-0I�IIII1III-\ =O-/-=- TS--/EOO--N'-5- - - -n_I�iIIII;I1�,1-I1„iOFIiII9II I I11 It 1 E?-IIII _9F�•E_L-• ;-_','_�}M-i. R�w -;_,- ' PEEI_-, I _Is ` J• �� � C _----_---------------/ _----_--------------- / 0 ---_I-/ N�—--_--- -�--------_�1�- �—I ----------_II ��J-—� / -�--------_ - I II --�I� _-fiII -1—II�II •l%��-`-_�------�------0 1------ II -----�_'--------------S-II------------J���- CII �----LI LII ---_-- �-------I �LGIT111 - - �- I _ _O --�--O — _ ----I1- \— --\- M---�-' --E-t 17_ _I 7_J=�=7-�_T_=��-DTr - - - - - - I I IF- 1-7— I r7 T- - m -l6nln�lh1',I�l��llputl`lII,Il♦l Il \\l I1l; III� ►I �1jr�' II1;mf Ik III1iI _ II I 1NI�f- IIja -*m I I 1 ; i11IIIIIi i; I I` III I\1�I III� I IrI1 I1 II� II I1I 1 1 I I II;I ;II ;I y I II I I1 I ; II1 III I ;I I ; II I ; II II 1I I I; 1-I I;II Ii 'l VACANT COLD STORAGEZONED MI -I I I 1 43 ((A) 3 I "6WAREHOUSE L 1EXPANSION (2� 300 S.F.) - - - - - - - - - 01, Q BUILDING L� Wi +15IR TO S/TE N,$ PLAN ADO/ /© - C IN MANUFACTURINGSTORAGE AND DFFICE BUILDING ---' FLOOR ELEV=690.0 BUILDING HEIGHT -LESS THAN 60' 1. FLOOR AREA=219.298 SO. FT. _E J I JI MANUFACTURING ALTERNATE1------------ ZONED M-1 - - - - - - +n?------------ 54 (A) 36H701X 1527 ------------ \I 10640 SF ------------ WAREHOUSE PROPOSED ---� EXPANSION --------- 73'X 374' m ------------FFE-690.00 VACANT 27,300 SF ZONED M-, EXIST. ASPHALT PAVING 54 ((A)) 36G WAREHOUSE (OWNED BY KRAFT GENERAL FOODS)65' 4140' EXPANSION ------------ T FFE-690 00 w EXISTGRAVEPAVIN ------ o� 41 o -4---- Ex. zADO/T/O,,V. PF?OPOSEB<//LO/NG -4 CONDUITaTSITOEVZ_ LOFME400/7 SHOWN ON ILAN 54-09 TO S/TE S/TE DEVELOPMENT /=LA/V *`/4-00------------ r ❑ IL- - - - - - - — I---- - - - - -- - I $EXIST. LOADIINif � GBAYS 3 PXA --- O0 aGREEN BA Y PACKAGING. INC . --------1��t - - - - - - - 1ZONED M- 54 ((A)) 36LIL--- T5 EXISOADIG BAYS !p(11QCI'5 EXIST. LOADING BAYS ILt ----- (I 2'X 65 ----- ! EXIST. CONCRETE PAVING EXIST. CONCRETE PAVING (8" CONC. ON6DGABJ 75' BUILDING SETBACK z�^ _yI�- ____________- - - - - - - - - - - - - - - - - - - - - - - - - - - - �------- --- .- _ I�L -- -- �LT&AGK. 8 AR R=50.GO' 1 "3 PXA5 /S 47° 22' 23" W042.17' __ - �- _--_-_-- ------------------------------- ------------- - - I_-_____ WEST BROOKE ROAD (ROUTE 1320) 60, R/W POSTED SPEED=35 M.P.H. CONDUIT11 T ----------�-------------------------------------------------------------------------------------------------\ -- - - - -- --------------------------------------- -------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1--------- CRIDER SHOCKEY GROUP OF WN FORT COLLIER GROUP. LLC ZONED M-1 ZONED M-1 54 ((A)) 360 54 ((A)) 36P 20' SAN. SEW. ESM'PARKING ANALYSIS SITE PLAN NOTES SITE ORIENTATION PLAN PARKING SPACES REQUIRED FOR MANUFACTURING SPACE PER 1PARCEL AREA: 30.00 ACRF:'�; SCALE: 1-50' THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: 2. ZONING: M-1 3 PARKING SPACES PER 4 EMPLOYEES ON THE MAXIMUM 3. USE: MANUFACTURING WORKING SHIFT. 4. PROPERTY IDENTIFICATION #: 54 ((A36H AND 36G 5. MAGISTERIAL DISTRICT: STONEWALL LANDSCAPE CALCULATIONS NUMBER OF EMPLOYEES ON THE MAXIMUM WORKING SHIFT (EXISTING) 6. BUILDING SETBACK REQU1EMENTS IN ZONING DISTRICT M'1 PER THE PER KRAFT FOODS = 114 (228 DURING SHIFT OVERLAPS) FREDERICKCbUNTY ZONING ORDINANCE ARE AS FOLLOWS: ' PERIMETER LANDSCAPING - 676 LF X (1 TREE/40LF)=1 7 TREES -FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS = 75' FINAL b E PLAN ACCORDING TO KRAFT FOODS THE ADDITION TO THIS -FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS 75' A PROVED -'iV D INTERIOR LANDSCAPING - 19 PARKING SPACES X (1 TREE/10 SPACES)=2 TREES WAREHOUSE SPACE WILL NOT ADD ANY EMPLOYEES PER WORKING SHIFT --SIDE YARD SETBACK = 25' REAR YARSETBACK 25' �DATE FEB 2 a 2001 TOTAL NUMBER OF EMPLOYEES PER WORKING SHIFT BUILDING SETBACKS PROVIDED: 7L FLOOR AREAS (EXISTING+PROPOSED)=114 (228 DURING SHIFT OVERLAPS) -SIDE YARD BUILDING SETBACK PROVIDED TO THE WEST= 702.0' -FRONT YARD BUILDING SETBACK PROVIDED TO THE SOUTH = 83.5' DEFT, OF PLANNING/DEVELOPMENT NUMBER OF PARKING SPACES REQUIRED FOR MANUFACTURING = 86 -ADDITIONAL SIDE YARD BUILDING SETBACKS = N/A EXISTING MANUFACTURING = 209,026 SF (172 DURING SHIFT OVERLAPS) -REAR YARD SETBACKS = N/A 7. SIGHT DISTANCES = PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN #52-99) = 8 727 SF PARKING SPACES REQUIRED FOR OFFICE SPACE PER THE FREDERICK -THE POSTED SPEED LIMIT ON WEST BROOKE ROAD IS 35 M.P.H. / COUNTY ZONING ORDINANCE ARE AS FOLLOWS: -SIGHT DISTANCE ON WEST BROOKE ROAD IS EQUAL TO OR GREATER THAN PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN #54-99) = 2,312 SF 1 PARKING SPACE PER 250 SQ. FT. OF FLOOR AREA 350 FEET AT THE PROPOSED ENTRANCE LOCATION. -THE POSTED SPEED LIMIT ON PARK CENTER DRIVE IS 35 M.P.H. EXISTING OFFICE SPACE = 10,272 SF EXISTING OFFICE AREA = 10,272 SQ. FT. -SIGHT DISTANCE ON PARK CENTER DRIVE IS EQUAL TO OR GREATER THAN 350 FEET AT EACH EXISTING ENTRANCE LOCATION. PROPOSED OFFICE SPACE (PER SITE DEVELOPMENT PLAN 50-'99)= 9,371 SF PROPOSED OFFICE AREA (PER SITE DEVELOPMENT PLAN #50-99) = 9,371 SQ. FT. 8. TRIP GENERATION TRAFFIC VOLUME = 840 VEHICLES PER DAY 9. MAXIMUM BUILDING HEIGHT FOR ZONING DISTRICT M-1 IS 60' PER PROPOSED WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN #14-00) = 2,560 SF TOTAL OFFICE AREA = 19,643 SQ. FT./250 SQ. FT. = 79 SPACES SECTION 165-83A OF THE FREDERICK COUNTY ZONING ORDINANCE. THE HEIGHT OF THE PROPOSED BUILDING IS LESS THAN 60'. PROPOSED MANUFACTURING WAREHOUSE EXPANSION PER THIS PLAN - ( ) 27,300 SF TOTAL PARKING REQUIRED = 165 SPACES (251 DURING SHIFT OVERLAPS) 10. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING GROSS FLOOR AREA = 269,568 SF UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. 11. ROOF RUN-OFF SHALL BE CONVEYED AWAY FROM THE BUILDING EXTERIOR PROPOSED OUTDOOR EMPLOYEE BREAK AREA (PER SITE DEVELOPMENT PLAN #50-99)= 1,334 SF TOTAL PARKING PROVIDED = 291 SPACES VIA DOWNSPOUTS AND SPLASH BLOCKS OR TIED DIRECTLY TO EXISTING TOTAL HANDICAP SPACES REQUIRED = 7, 1 VAN ACCESSIBLE (PER ADA) STORM DRAINAGE SYSTEM. THIS WORK SHALL BE COORDINATED DIRECTLY TOTAL FLOOR AREA = 270,902 SF WITH OWNER, WITH ADDITIONAL PLAN INFORMATION PROVIDED AS TOTAL HANDICAP SPACES PROVIDED = 8, ALTERNATE 1 = 10,640 SF 12. ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM TO THE STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE. 13. NO OUTDOOR STORAGE IS PROPOSED WITH THIS ADDITION. 14. THERE ARE NO EXISTING SIGN IFICAIv f ENVIRONMENTAL FEATURES. 15. REFER TO ARCHITECTURAL DRAWINGS FOR OUTDOOR LIGHTING FIXTURE TYPES AND LOCATIONS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 KRAFT KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN WAREHOUSE ADDITION KRAFT FOODS INC. 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 Krefts Foods Inc., Corporate Engineering, Madison, W Isconatn, Information on this document Is not to be aRered except with the written approval of the Individual whose coal appears hereon. All rights of designs or Inventions am reserved s OWNER AND DEVELOPER: KRAFT FOODS, INC. 220 PARK CENTER DRIVE WINCHESTER, VIRGINIA 22603 CONTACT: TOM CORNELL PH: (540) 678-0442 FX: (540) 545-8942 LOCATION PLAN SCALE: - x = 2000" GRAPHIC SCALE 50 0 50 100 SCALE: 1' = 50' 3 REVISED PER COUNTY COMMENTS 2/1&M 2 REVISED PER COUNTY COMMENTS ZJEN1 1 ISSUED FOR CONBTRUC'T10N 10/3= 0 ISSUED FOR BD 9/2800 B 10076SUSMI TAL 0/13M A 30%SUBMrTTAL B4000 REV NUMBER DESCRIPTION DATE REVISIONS KRAFT KRAFT FOODS INC. CORPORATE ENGINEERING MADISON, WISCONSIN Washington Industrial/Process 10480 LITTLE PATUXENT PARKWAY PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21044 FAX: (410) 423-2570 WORK ORDER: 22784 KRAFT CONTRACT NUMBER: 22784 WASHINGTON SIGNATURES DEPARTMENT CIVIL HITECTURA,L STRUCTURAL I MECHMBCAL I ELECTRICAL P.E. I MANAGER IJTTIALS DATE KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PEJPM A/KRAFT/PE/BDE A/KRAFT/PE/CSM DRAWING TITLE SITE ORIENTATION PLAN KRAFT PROJECT NO DRAWING SCALE PHASE 22784 1•=50' CADD FILE NAME CADD PLOT SCALE ❑ `'o— (330% sc% 090% O 1OD% N FlNAL ` o4,�p.LTH pF Gr DOT SHEET NUMBER DRAWN BY 20 CW ► V ROBERT JAMES WALLACE CHECKED BY C01 01 41 No.035565CAM PROJECT NUMBER J✓ i 22784 SIONAL CLASSIFICATION: COMPANY PRIVATE IN 117L I K I 11 F E W C 0 0 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I ti I 12 13 14 15 1 16 17 1 18 0 2 L 2 J H 9 F E E D EXISTING PROPOSED ROADS - - - - - - - - - ROAD CENTERLINE - CURB CURB TAPER SIDEWALKS BUILDINGS FENCE DECIDUOUS TREE CONIFEROUS TREE 0 CONIFEROUS SHRUB PROPERTY LINE C - - - - - STORM SEWER 2900INDEX CONTOUR - - - - 2898 - - - - 2696 INTERMEDIATE CONTOUR 2876.3 X 2893.66 SPOT ELEVATION -� LIMITS OF CLEARING AND/OR GRADING ABBREVIATIONS C/L OR C L 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. HORIZON TAL 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 FIT. RIGHT SAN. SEW. or S SANITARY SEWER SEW. SEWER STD STANDARD STM. SEW, STORM SEWER SE SOUTH EAST SW SOUTH WEST TPD TRIPS PER DAY VERT. VERTICAL W/L WATERLINE X-ING CROSSING ® PRUNE OUT ALL DEAD, BROKEN, NEVER REMOVE RUBBING OR CROSSING BRANCHES, A LEADER RETAIN NORMAL TREE FORM 120° 120° DOUBLE STRAND No. 12 GAUGE WIRE HOSE TWISTED THROUGH RUBBER HOSE OVER WIRE GALVANIZED TURNBUCKLE 41,2", 120° 3 PER TREE WIRE GUY STAKES (3 REQUIRED) REMOVE COVERING FROM DOUBLE KNOT, HEAVY ENTIRE BALL GAUGE SURVEYORS FIRST LATERAL ROOT FLUSH FLA061W, 1 PER WIRE WITH FINISHED GRADE 3" MULCH 3" SOIL WELL M FINISHED GRADE low UNDISTURBED SOIL PLANTING SOIL, SEE SPECIFICATIONS EQUAL TO ROOT BALL PLANTING DETAIL - DECIDUOUS TREE GENERAL NOTES NOT TO SCALE E 1. Contractor shall furnish all materials, labor and equipment required 9. The proposed addition will be served with electrical power and shall perform all work including restoration for the completed internally, no additional electric service is required. installation of utility systems and all other improvements shown or implied as necessary. Unless otherwise noted, specifications for all 10. The proposed addition will be served with sanitary sevice work will be In accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation, Virginia internally, no additional sanitary service is required. -- Department of Health, County of Frederick, Frederick County Sanitary 11. No additional outdoor lighting is proposed with the new addition. Authority and the contract documents. Contractor shall coordinate All existing and proposed lighting shall be directed away from with and arrange for Inspection by FCSA adjoining properties and roads D 2. Any discrepencies found between the drawings and specifications, 12. No signs are proposed with the new addition. and site conditions or any inconsistencies or ambiguities in drawings or specifications shall be immediately reported to the engineer in 13. Trailers parked in the Trailer Parking Area will not be used writing, who shall promptly address such inconsistencies or ambiguities In writing. Work done by the contractor after his discovery of such for storage purposes. discrepancies, inconsistencies or ambiguities, without clarification from the engineer of record, shall be done at the contractor's risk. C 3. Contractor to verity 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, B 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 q 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. INV. =690.34 \ \ STONE CULVERT) \ MILEAGE- �\\ POST SIGN- _________________ EDGE OF GRAVEL -------------------------------------------------------------------------------------___----�I---------------------------- - --------------------------------- -----------------------------------__�__--___------------ ----- -------------------------------------------------- EDGE EDGE OF GRAVEL ----- -- -- ----- --------------- ------------------------- -- OF GRAVEL E -- - - -- -------------------------------------------------------------------- ---�L--- ----- E G'F>iGEL- -=-y - ----------- BARBWIRE fINV.=693.17 -------------------- 12 RCP) r - - - - - - - - - - - - - - - - \ ----------------Z-- - - - - - - - - - - - - - - - - - - - - - - - - - --<--->�----------------- ------------------------- INV. =690.16 \ \ ` 11 \--------------- I (30" RCP) \77_ I \ �s�S_FETY LINES I EDGE OF GRAVEL f ----______---------- ----- - - - - -- ----------------------- METAL CONC. LUILDING PAD Off - - - - L!I METAL STAIRS ° METAL STAIRS N// D.I. TOP=696.44 & PLATFORM & PLATFORM CONC. I I ^!/ INV.OUT66882RCPTOP=708.96 TOP=709.03 RET�ALNING 69(12"R) CONC ! STA[ /I D.I. TOP=689.39 INV.IN=686.26(6" PVC) I 1/ INV.IN=686.31(10" PVC) INV.IN=686.48(12" RCP) VACATED PROPERTY 21rc --- 12" ----- lI ----- INV.GUT=686.18(15" RCP) LINE I ' " P rcp `II a� storm mh o ll j III top=689. 07 II inv. in=683.51 ------------------------------ NIII Inv. out=683.50 storm grate EX. BUILDING LINE D 1 Y top=689.68 INV j - - 12" in=684.67(RR) IN 12 in--684.60 IN I R4MF CANOPY 10 in-685.09 IN I I I " I �� 21 " out=684.57 4 6" CONCRETE PAVEMENT I • CONC. PAD 14' TRENCH DRAIN I j III '� - •a. ,,. � I ; PLANT III Y NORTH 3 ROOF DRAIN FIELD CONNECTION (TYP OF 4) I D r � W i j I II T I I I TRANSFORMER fs► I I I II l PAD 2 I I I II ELECTRICAL PANEL BOX APPROXIMATE r Z PROPOSED m I I I �� - LOCATION OF II W 4-1 73 ' X 374 ' F . F . =6 9 0. 0 N /5' WIDE GRAVEL � f�;� ��� r.'• � � � j II CONSTRUCT/ON ROAD m 27 ,300 SF I I \ II WAREHOUSE GR •So I, w EXPANSION I ' I I ALTERNATE 1 ,I �p.-` FFE=690.00 170'X 152 's II \ 10,640 SF WAREHOUSE L EXPANSION �R x FFE=690.00 , 4 POST INDICATOR VALVE DETAIL V rR'L' CONC. PAD SAN. MH TOP=685.79 I I I PARKING INV. IN=679.29(4" PVC) 4xw INV.IN=678.84(6" PVC) INV. IN=679.14(6" PVC) CORE DRILL EXI T t u . INv. DUT=67a. 92(10" PVC) I 6' W� v� �$: STM MH TOP=685.94 ❑ NV.IN=680.75(12" PVC) a4 INV. IN=680.65(12" PVC) 4'� c - - INV. OUT=680. 56 (1 2" PVC)- �----I I TRENCH DRAIN _6'1ID_.I.M.J. 1 toor688/50 1� 'CONC. STEPS r __ I 1 r WATER LINE-�TFH 21" in=681.02 II/ I II W/ 4" PVC I I n � tr p ��3 p is 5 PLANTING DETAIL -DECIDUOUS TREE l 24" in=680.96 II ( I !! �@� CONC STM MH TOP=685.77 11 24" out=680.81 INV. IN=680.10(12" PVC) STM MH 1 / Il 1iOP=685.68 ji INV. OUT=679.77(1- PVC) 1`]p)lllo I II manhole top=685.00 I-jld�^� TOP OF SILO /}��[e top of sediment=----�__- - Jl_-ELEV=687.05 +/- -------- 677.55 / E . F. o I I CONCR / C l j II s+orm grate Qp BOLLARDS(4) I ra top op=684.54ll 00 �I Lo��� inv. ou+=6e1.06, Cr--e llil Nuf1 I u \ASPHALT II _ I. INV.IM� 77P7485o33PVC) r I % - - I - -I� - 11NV.OUT�677.68( PVC) 02 Ld. t r. d. EX. BU IrLjkjNG L I N5-. d. I_ J(- -----I--- 7-- --------------------------------------------------------- ..7------- RAMP - - -�-- - ---------------��-_-----_------------ --__�------------7 \ _ - I-------p i7�TTT- ------------------ ----- - - - - - - 17­ T121 75' BU/ - -- a alp----u�------------u - - L L LIGHT g -- T------------,----- /-----p -� - T7= ------ S L_- `�11 Polle IIW.V pb II fight F.H. WATE pole - - ' p.i.V.1 ° Ih h pole PEDEISTAL wi of ' f o n LIGHT ''------ 11 II POLE FLOW M�TER Iu roll 33,RCP ---r P --- a inv Pvc PADD OX W/ICONCi I O I rl�;-\\\�� I in "pvcInv.=679.85 11 Iv.=680.50 10" Pvc 30" PEP-- < to m/h 24 rcp �" vc Inv.= INV.=t78.30 I t • CD I I !/i! l V� I I 5.94 nv. =6a0. 22 i nv. p680. 38 680 44 I I 6l l Ja I I fH/ \Q\ o /r I 24 =680. SAN. MH TOP 682.29 o , /®/ \\ p f,h. INV. IN=675.22(12" PVC) ------------- a , \\\ T INV.OUT=675.18(15" PVC) " RCP �'` ___---_-------71TADEl-=17L25EFT------_.-----_----- _ ---- -,'�J �_+_-------_�-_--- _ _--_2r____----------_-_--- -�= -_ - - - -- ��---- ``'a ---- E.F.----------------- ------ I ---- „� -_, GRAVEL HOU SLDE E.F. �- -„ -- „-� -� - - - - - ---- - - - - -- E.F. ___- -- -- -- - - - - - - - - - - --- - - - - - - - t '� - --C------------� - - -- 1 $ROB --------- --- -- - - -- 48" rcP tt +�----- - - - - i nv.=680.51 al (60' R/V! IuIT-OF-WA%) II II (35 M.P.H. POSTED �D FEB 2 12001 DEPT, OF PLAN,,,,,, vnFvFl-OPMENT P w w a a PLASTIC PIPE FINAL BACKFILL INITIAL BACKFILL 'RINGLINE C SAND BEDDING MATERIAL PIPE MAXIMUM DIAMETER A. 'D' 24" $ UNDER 12' OVER 24' 18, NON -PLASTIC PIPE 2 TRENCHING AND BEDDING 'ti NOT TO SCALE 6 7 8 1 9 10 11 1`01 SITE PLAN � SCALE: 1 "= 50' 1:2 MORTA BACKFILL SHALL BE A I TRIM END OF SMALLER IN ACCORDANCE WITH - - - - PIPE FLUSH WITH INSIDE SPECIFICATIONS ,'.:. 'OF LARGER PIPE 2500 PSI TRIM END OF HANG R + 18' FLUSH WITH INSIDE BEDDING MATERIAL OF SMALLER PIPE VARIABLE I I I r - TRENCH WIDTH OF SMALLER PIPE I - PLACE STIFF MORTAR I AROUND JOINT TO FORM WATERTIGHT CONNECTION 3 ROOF DRAIN FIELD CONNECTION NOT TO SCALE 12 13 WATER MA OPEN/SHUT WINDO 1'-8" so. INDICATOR POST CONCRETE COLLA FINISHED GRADE zo Li P KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN 0 WAREHOUSE ADDITION KRAFT FOODS INC. WINCHESTER, VIRGINIA N WARNING: This document Is the property of the Kraft Foods Inc. Father reproduction and/or distribution Is prohibited without the express written permission of: Kraft Foods Inc., Corporate Engineering, Madison, Wisconsin. Information on this document Is not to be altered except with to written approval of the IndNidual whose seal appears hereon. Atl rights of designs or Inventlons are reserved. GRAPHIC SCALE 50 0 50 100 SCALE: V = 50' a REVISED PER COUNTY COMMENTS 2 REVISED PER COUNTY COMMENTS 1 ISSUED FOR CONSTRUC71ON D ISSUED FOR BID B 1DD% SUBMITTAL A So% SUBMITTAL REV NUMBER DESCRIPTION REVISIONS KRAFT FOODS INC M L K J H G 21101 F 2/5 I 1 O`5W DATE KRAFT CORPORATE ENGINEERING E MADISON, WISCONSIN Washington Industr/allPrown 104W LITTLE PATUXENT PARKWAY PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21044 FAX: (410) 423-2570 WORK ORDER: 22784 KRAFT CONTRACT NUMBER: 22784 WASHINGTON SIGNATURES DEPARTMENT CIVIL ITECTURAL STRUCTURAL MECHANICAL ELECTRICAL P.E. MANAGER MMAUS DATE D KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM A/KRAFT/PE/BDE A/KRAFT/PE/CSM C DRAWING TITLE 11 SITE PLAN kTOR POST KRAFT PROJECT NO DRAWING SCALE PHASE B TO BUILDING 22784 1'=50' CADD FILE NAME CADD PLOT SCALE 13 CONCH ❑'D% 13 so% ❑ w% ❑ 100% 0 nNAL , �LTH Off• Gf 11a5E00 SHEET NUMBER O BY cw POST INDICATOR VALVE DETAIL v ROBEffJAMESWALLACE CHECKED BY zol - No 035565 CAM NOT TO SCALE PROJECT NUMBER „ 22784 �s`SIONALO CLASSIFICATION: COMPANY PRIVATE 18 14 1 15 1 16 17 C01 2 I 3 1 4 1 5 1 6 1 7 8 1 9 I 10 12 I 13 I 14 I 15 I 16 I 17 I 18 KRAFT 0 I I01I M L ,\ J I G F E I C 0 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: a. 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 RATE IN LBS. PER ACRE SEPT. 1 - FEB. 15 50 -100 lbs. / acre ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) 50% CEREAL (WINTER) RYE (SECALE CEREALE) 50% FEB. 16 - APR. 30 60 - 100lbs. / acre ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) 100% 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) 150 lbs. / acre KENTUCKY 31 FESCUE 70% RED TOP GRASS 3% SEASONAL NURSE CROP** 13% CROWNVETCH# 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. V.=690.34 jIN (STONE CULVERT) BRUSH \ \ \ \ MILEAGE POST SIGN -------------- =-It'--700-------------------- -�----------------- EBGE-0F6RftV€L- =� - _--------------_-----��_�-� - __---------------------------------6------ _ _ __ _______________ ----------- -- -- - ,------ ------ -------- - - - - -- -- ----------------------------------------------------------- ----- - - _ �.� _ z- - --------------------------- - --- ---- ---------- - - ------- - - ---------------------------------702---_____� 11 _�- --_ -_---- OF ---- -700-`-----------698--------------- EDGE OF GRAVEL - ` GR�VEI- - ---_- -698-- -!__---%--- �I ---- --_ _--- - _----- --------------- _ �� / -------- - - - - -- -696---=_ -- __--_------_ IL -� EDGE OF ---- ���� \ \ \ GRAV - ' BARB WIRE ------694----__ --- �--------'hl�`--_---\ EL --\\���� \\ -- INV.=693TN--696-�� \ � `\ \ (T2=' RCP) BRUSH FENCE ' TREES i \ \ \\ \\ \`_=` _\U" G \ _-=�---�---------------------------69�'---------BL -------- �----------------- `--^---�kb9$- - - - - - - - - - - - - -i--- 1'-' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -% - \\�� - -693.1 \'./ INV.=690.16\ X 699.3 \ \ \ - \ ` - \ \(30t RCi) I \ \ \\ �a� - _ = `_---- -----S-A�EiY'L7tlES]71-- �J_ - ------ _- - ----------A693.8 ------METAL 18"honeylocust � - _ /'//-7�UILDING CPAD Il'I I I/ X700.6/ ///// // /1 _--, g PLATFORM ° METAIRS CONC. I NORTH AME R/CAN I METAL STAIRS N// D.I. TOP=696.44 TAL & PLATFORM RETAINING 2 I I / / ^// INV.IN=692.28(12" RCP) TOP=708.96 TOP=709.03 WALL CONC 1 6" quad GRE E NX 69R300N INV.OUT 688.69(72" RCP) c STAI mulberry 1 (SEE LDETA/L I I 1 I I / '///////�/ // / �- DI NV.IN=68682636" PVC) I X 693. 2 i \ I 1 / � v . SHE E T C- 6) I I 11 11 1 1 /////' / 1/ INV.IN-686.31(10" PVC) 1 I 1 / / / INV.IN=686.48(12" RCP) 2t" rcP = _ _ _ _ - _ [NV.OUT=686.78(15" RCP) - X692.4 W�25 I � 1 1 1 I / / ll 12' rcP I 10" csage 1 1 1 1 / 1 1 II II II orange \ I 1 1 1 1 l i 1 �II storm m) o 1 1 1 1 / / top=689. 07 II \ I 1 II inv. in-683.51 ----------------------------- X693.0 -A691.0 l , 1 I 1 I \ EX. BUILDING LINE D.1 4 1 1 1 // inv. out=683.50 storm grate top=669.68 IN 1 1 1 1 1 1 1/ I II 12" in=684.67(RR) IN 12 in=684.60 IN 14" honeylocust \ ' I 1 I I / I I , I II _ - _C/ANOPY 10" in=685.09 73- 21 " out=684. 57 1 I I I °'• ' X693.0 \\ ' \ 1 1 1 I I I I II X689. CONIC. PAD \ I 1 1 1 1 I I I 1 8 .5 s > L 1 X693.4 1 1 1 1 1 1 I I I r y , X692.9 PLANT NORTH X692.6 7 ti X 693. 0 I \ � \ X690ush \\ brush + X692.3 \ \ \�I I 1\ 1/ 1 I I I \II 4 TRANSFORMER br- X691.1 1� I I 1\ \) I I I \�I PAD H ._ I � � 16" osoge 1 I I I I I � IG s� � ELECTRICAL orange I I I II ;' PANEL BOX 1 18 osage X691.0 orange Z F.F.=690.0 X691.2 688 CD / -692.7 X691.0 /// X691 .4 \\x\\ \\ I I I II GR \�\ X692.6 X691.0 \\ �'\ \\�\\ J F rF PROPOSED ALTERNATE 1 , 70 ' X 1 , - , __ _ g r 73 ' X 374 X690.7 ,-� y 27 300 SF 109640 SF - - kF I AREHOl15\ �oo,�;,_ WAREHOUSE X6S .4 ,\\`+ I \ .r r EXPANSION XPANSION ), �� FFE=690.00 CONC. PAD I \ \ \ SAN. MH TOP=685 9((4" P \ INV.I'1=678.84 6" PVC) 1�708.i _ INV.IN=678.84f6" PVC) A_r . . \ / e INV.IN=679.14(6" PVC) X 689. y. INV.OUT=678.92(10" PVC) I \ . � \ \ \ ! I I I I✓w. � f . h . 5 _ n r] jSTM I \ I Nowk INV.MN=680.755124 PVC) ❑ � Y oa • I NV. DUT680656 (22 "PPVC) z 'ms I T, 1 i A686.8 \ ll 1 l �4 C \ I X 689.5 / TRENCH DRAIN _ / I ( \I star m�hCDNC. STEPS W/ 4" PVC I-STtT`f�IF�IIPi68S�- \ 1 \ \ +op= 88/. 0 I I I 1 I �1 � f �Y� 1 I ll INV•OUT=683.03 --- T 21"/in#6 1.02 1 III I II STM MH TOP=685.77 \ / v SITtJJ _MH INV.IN=680.10(12" PVC) I ij 11 IfOP 85.68 �-CONIC I 1 \ 24" olpt* 0.87 1 I A ( 6 I / I \ I INV.OUT=679.77(12" PVC) \ p /I / 1 / I 84.1 \--------- \ rGd-J'�\ 11 / I I \_-- - 84.98 / I I IIIPI \ I manhole top=685.001 II 1 1l ��^1! \,I TOP OF SILO I X707.5 I I I .--- I top of sediment=ELEV=6B7.05 +/-------- I 1 -�A L I 677.55 11 E.P. I 1 X686.9 / I\ I 1 - /-1,y--I - �/- { I storm grate nil _C) It BOLLARDS(4 ) +op=684.54 II a,/1 11 inv. out=681 . 06 r II 11 11 C ^II 11 ASPHALT SAN. M TOP=685.33 INV. IN �77.74(10" PVC) I ----------- i I I X68 91 II \J/ !' t I ii I II I II )1/ I INV.OU7 77.68I30CCAIFDSC.S? --�I-------- -I- - I 1 C \ \ 8ff.l 1 I 1 I ! b I II ' I r. d. EX. t U IrLIkiNG L I N�-. d. J ll ! �2AM� �- - - - - - - - - - - - - - _ - - _. - - - - - - - - - ► _ - - ------------ I \ TREES \\ I x -� x848 T �� ��� I I 1 1 1 ' \ TJ--� ----- -- L L'�-I----� L- _-----------------------_---_ -may- -1 - -- -- -\ -- ---------------�------ - - -� ------ --- I- �- ---- ------ - -- - LFUCE------- 1-_^--- Z?�I II / / Iw.v. 9 f- - -- ---- R.H.1 WATE poll 1 / i.v.l \\� Ih Ih I _ --pole c l PEDE6TAL ------ ! P. 0 11£ II< - _ L?IGHT r � ° \ light pole I / lo'I I I1� , II �� --- p� `------ --PQL ---' 11 FLOW M1TER I� mil ----- / I \ with _-- ------ 41 1 \ guy ly_-\` '---------B$X-W( CONIC v 1 I _ wire I I ��� I /'--==24'_rcP ---�PAD I TREES \ /' I \\ \ \\ \ �- I o I 11�-x=�� // I11 I I I - I I1 10 0.YG ��p 30" F�tP ----------�I-Y\ '- inv.=680.5�\b �T vs- INV.=>178.30 I .52 C I I storm m/h 1 12 4-rcp - - pv_ - i nv. =680. 44 '� / m I loll \ 11 \��-{ I I I I top=685.94 lino.-6$0_22--inv.=680.3�-- �� -� -J1- /il I \ - \�\ o \ I 24" iu=680.34 - - - - �SpL. MH TOP=682.29 \\ o' Q f /�/ 24 out 680.32 f-------- INV.-IN16375.22(12_P_VC) -------------_----- _ _ _--------- \ \ n 1 INV.OUT=675.18(15" PVC) _ \ - _- - - - - - - -------- ---- -- --�- ---- \\ i'// h 1686 \\�e•�_\\_ - \\----_--- - ---` In�� ®d��J�O CGBINViR677.7 - -- _ _ ----------------DITCH-_ti_i \� x86.2-_�----- _.�-_�----=�'a��_=�- --- Y L-_ -'�' P E. ^Lr --------_�--------- =-- -- ---- - ,,,��� _ O------�- �= E.P. r I +I 86.7 h°I \ - -\_=------ --- ---- - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - inv.=680.51 0l I I II I II DUST CONTROL MEASURES THE CONTRACTOR SHALL USE SPRAT' - ON ADHESIVES IN ADDITION TO THE OTHER STABILIZATION METh= AS SPECIFIED ON THESE PLANS TO CONTROL DUST DURING CONSTRUCTION THE FOLLOWING SPECIFICATIONS SHALL BE USED WHEN FOUND NECESSARY: (CM 00SE I MET HOD) ADHESIVE EMULSION WATER DILUTION NOZZLE TYPE APPLICATION RATE (GAL / AC.J ANIONIC ASPHALT Tr! COARSE 1200 LATEX 12& FINE 235 RESIN -IN -WATER 4d FINE 300 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) L SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX FLOW III IT, I _ 4 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 0 STAKES AND EXTEND THE EXCAVATED SOIL. T INTO THE TRENCH. i FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control VA. DSWC PLATE. Sherwood and Wyant 1 2 3 4 5 6 7 8 9 10 11 12 13 14 STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING A PAVEMENT 3' 5: 1 � FILTER CLOTH 6" MIN A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND 70' MIN. 7 B WASHRACK IO' MIN. (OPTIONAL) • � II- 0' MIN. 12' MIN. I- EXISTING PAVEMENT VDOT -1 I �� POSITIVE DRAINAGE I . COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE - � MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS VIEW PLAN V E W OPERATION , _ 12' MIN. 3"-MIN. N. FILTER CLOTH SECTION A -A 6'-7 REINFORCED CONCRETE - DRAIN SPACE SECTION B-B RCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Confrol, and Va. DSWC Plate 3.02-1 15 1 16 1 17 18 KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN WAREHOUSE ADDITION KRAFT FOODS INC. WINCHESTER, VIRGINIA WARNING: This document Is the property of the Kraft Foods Inc. Futhet reproduction and/or dlabibutlon is pmhibhed without the e*ress 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 Indlvidual whose seal appears hereon. A9 rights of designs or Inventions are reserved. GRAPHIC SCALE 50 0 50 100 SCALE: V = 50' 2 T- REVISED PER COUNTY COMM94M 2/W01 1 ISSUED FOR CONSTRUCTION 1D5roo 0 ISSUED FOR BID wwoo B 100% SUBMITTAL aH 3'00 ,A 30%SUBMITTAL 8*4/00 REV NUMBER DESCRIPTION DATE REVISIONS KRAFT FOODS INC. KRAFT CORPORATE ENGINEERING MADISON, WISCONSIN 15 WnshinIgton Industrial/Process 10490 LITTLE PATUXENT PARKWAY PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21044 FAX: (410) 423-2570 NORK ORDER: 227$4 KRAFT CONTRACT NUMBER: 22784 WASHINGTON SIGNATURES DEPARTMENT CIVIL fTEMRAL STRUCTURAL MECHANICAL ELECTRICAL P.E. MANAGER INITIALS DATE - 19 X N M L K J M G F E M KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM AIKRAFT/PEBDE A/KRAFf/PE/CSM DRAWING TITLE SITE GRADING AND E&SC PLAN KRAFT PROJECT NO DRAWING SCALE PHASE B 22784 1'=50' CADD FILE NAME CADD PLOT SCALE ' 0' a' 0' a 100% 0 RNA'L FA5/00TE SHEET NUMBER I G1� DRAWN BY ow Z02 ROBERTlAMES WALLACE CH ECKED BY t. No.035565 CAM A %4 PROJECT NUMBER Q� 22784 �SSroNALCLASSIFICATION: COMPANY PRIVATE �� � c �� ,;; ;,ems �- �i ti� Y 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 _ 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 I 17 I 18 E N lei K R G F In u C W. PLANTING SCHEDULE KRAFT SYMBOL QUANTITY BOTANICAL NAME COMMON NAME CAL HEIGHT SPREAD METHOD COMMENTS \��� /'' ' , 43°"(A)I) 35 %�� I VACANT DENSE TREES $ BRUSH 1` 11\\ RETAIL ZONED B-3 ZONED B-3 // \ \ I 43 ((1) C 1 - 54- ( ( A ) ) 85 -------------------------- --------------------------------------------------------- - - KRAFT FOODS INCORPORATED AR 13 ACER RUBRUM RED MAPLE 2 -21/2 10-12 - B&B - --- �� - ----_ ----- _ - -__ ---------- - - ___ CORPORATE ENGINEERING -- ---- �STA. ---- =- -------------N----' _ - - - - -- -------------- ---- --r---------------------------------------------------------------------------------- ; - MAD I SO N, W I S CON S I N --- 2' 2E 01 0---- =- 7- 6 PLATINUS X ACERFOLIA LONDON PLANE TREE 2-21/2' 10'-12' B&B PXA -R-1676: ----------5-----------------------------------------------__25 -U-L-D-N--E--(7K------------------ ----�- --------_--_-25' BUILDING SETBACK g` - �'N� RNT WALL 1 I ;I WAREHOUSE ADDITION KRAFT FOODS INC. CHILLER DIKE I� 1 PAD FRUCTOSE co TANKS RESIN SILO PAD SPILL BASIN Z WINCHESTER, VI RG IN IA y L , II 1), `D I --------- I-------1•-----��-----�----- I���•-1-t-I--r�-t-t-I�--r-t-t-I-1�---r-�--r-I-rt �1 I I I V,4C,4T_E0 L//V E I-------- � ------------ I ----- _�-------------- - ----- - - - - - -- -- III -- - - - - - -- �r___---_���u-. ---- -�-_ ----- WARNING: :o � G r G 1 I I This document Is the property of the Kraft Foods Inc. Futher reproduction and#or distribution - - - - - - - - -I L - - - - - I -T T T L -1 T - T T _T i- 1 T Is prahiMted without the express written perm ssion Df, Kraft Foods Inc.. Corporate Engineering, U p Madison, Wisconsin. Infomletion on this docume(u to not to be anered except with the written II approval of the IndMdual whose seal appears hereon. AN rights of designs or Inventions are +�_�• �I ���I►;N,�IN' I _. VACANT COLDSTORAGE �C- ZONED M-1 43 A)36 WAREHOUSE OWNER AND DEVELOPER: v EXPANSION KRAFT FOODS INC. 220 PARK CENTER DRIVE S.F.) m�IIII II I I ;5. III 1 �,i„I WINCHESTER, VIRGINIA 22603 I I III �,' ', ' CONTACT: TOM CORNELL In rt � � I / ' �;"` I ' ' I PH: 540 678-0442 I FX: (540) 545-8942 o------------ - - -- �� ; mull I i i A 1 !ql p I �'I ii PF?OPOSEO BU/LO/NG p dull I ! li I G..N II x A00/T /ON. F?EFEf' I i I� TO V=ILE --- I I NIII I II I I PF?OPOSEO S BU/LO/NG Iw I " � ` C71 1N I I I I i II OEVELOF� T PL,4/V I --- ---- -- --- ---- - rh + ( o I _-- --- - - -- - - - -I- - --- J--- --- a NI 11 j" II MANUFACTURING. STORAGE AND OFFICE BUILDING I PP I II FLOOR ELEV.=b90.0 1 l BUILDING HEIGHT�ESS THAN 60' I F; \ -� \- \- -J �- N!I I v r FLOOR I II AREA=219.298 S0. FT. -_--1 MANUFACTURING ZONED M-1 --- - - - 54 (ALTERNATE 1 ------------ A36H -- ----- -_ _ IIIII o m i I INII ( z , ------------ I I ` II _ _ 70 ' X 152 ' I I L wa i --- -- ---�- 11 ------------ 10, 640 SF I _----------- WAREHOUSE I .x PROPOSED �a I EXPANSION ------------ 73 ' X 374 ' CD FFE=690.00 VAGANT--- ' ---- 27 300 SF ZONED M-1_. l --- 1 II i I r I x, EXIST. ASPHALT PAVING ' ------------ (OWNE(D( BY) KRAFT I' ._ . _ . n r . WAREHOUSE GENERAL FOODS) - - - - -65' 45' �� � ;., EXPANSION L o --- --� -�� L'::7 5s R FFE=690.00 I" I ---� --- --- -- -�--- -- I I- I ( � rF >, t � i , ', I I----7---- --- EXIST. GRAVEL PAVIN I- - - - - - {6 DGAB) wJ I o --- ---I---q-----�---- --- --- 0 a �---o --- ------------ BU/LO/NG I++1 . III I I I\ ► LOCATION PLAN A00/7-/0N. BU/LO/NG EX. 2-4" » e -----i Ia------- --�--- �-- �"'I coNDu t T ---------- A0/T OTO S/T E OEV ELOPMENT - SCALE: 1" 2000' CLA'"54-99 TO S/TE T 0^/, -?ELOCATETRUCK PARK1NG 'AT S/ OPV /4-00 --- ------ --- -- - - --- Wei all ----j� t ------------ I I ; �s � I 11--- ti- a ❑ -L J-VI I INI I 1 0 a l ,2_ I I �T 8 EXIST. BAYS' o LOADING I N I ► I II'I 12X61. 4I o n 1 'I lu ,; � , 9 I I , , 3 PXA °� I ( �) o GRAPHIC '. I r--- II `nv I T S I I I I I III ° t `� I i , 1 �► u I : I � /90' ^ - - - - _ _ - - L II i I I ZONED M-1 /II-------I�--- -�-------- T I N '' I m I N I/ �' GREEN BAY PACKAGING. INC. 50 0 50 00 ^ 'I 11 II wi I I I 54 ((A)) 36L jl ----- IL I I t0 I II - - �-ii ► 'iI +-5 EXIST. LO--- If BAYS ; I I SCALE: = 50' EXIST. LOADING BAYS-4 (112'3C65 j(12'X 65 EXIST. CONCRETE PAVING II I �i I N III I I XIST. CONCRETE PAVING %II I I I� a s � J � �-------I(---N- I I 1� 11 I col N 1 I I I (8 CONC. ON 6 DGAB� - - - - - - -• -•�-- i� �--f IT 75' BUILDING SETBACK ---------------- ------ r - -------- -------1----------- ------------ ------------ - - - - -- - - - - -- - �6�i9:f�&TBAGK. - - - -- -4- - i I I N I 8 AR i I I II U 1� II I I I I I II I I u u II I I ( n I N I I I I I I III Ir I ---__----_ I q� Ih 3 PXA r - „ A=81.6a' 5 1 T ' ry f - S 47° 22' 23" W 1042. 17' 1 �/ \\ REVISED PER COUNTY 00MMENT8 -------------------------------------------------------------------------------------------------------- --''- _--__-__-__-__ __- �i• r _- - ��------- ----------------- -�- ---\�---� ' / I REVISED PER COUNTY COMMENTS 7/fL01 ----------------------------------------- �- ` _-- '�---- _ _ y ----- - -- C5�_ - - _ -_ - -_ - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a� I 9 _ _� 9 I I 2 ISSUED FOR CONSTRUCTION 10/&W _ I I ISSUED POR BID ------------------------------------------- -�Ii-III------------ --- --- --- --- --- --- ---------------------- `�' \ 11 • • - - - - - - - �_ - - \\ \- - - -- -•- I ;I I'I oaA WEST BROOKE ROAD (ROUTE 1320) 1OD%SuBMrrrAL W13M CONDUIT/EX. 2-4y POSTED SPEED35 M.P.H. 30%SUSMr1TAL 812000 7=7- T- ---------------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - ------------ ----- \ __------- ------------REV NUMBER DESCRIPTION DATE __-__-__-__-__-_- REVISIONS -------------------------L1------------------------------------------------------------------------------------------ ---------- 1 1 CRIDER & SYGROUP OF WN ZONED M-1 \ 54 ((A)) 360 \ I I I KRAFT FOODS INC. FORT COLLIER GROUP, LLC ZONEDM \ KRAFT CORPORATE ENGINEERING 54 ((A)) 36P 20' SAN. 1 , ` MADISON, WISCONSIN SEW. ESM'T. I PARKING ANALYSIS SITE PLAN NOTES 'I 1 SITE ORIENTATION PLAN PARKING SPACES REQUIRED FOR MANUFACTURING SPACE PER 1. PARCEL AREA: 30.00 ACRES THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: 2. ZONING: M-1 SCALE: 1" = 50' 3 PARKING SPACES PER 4 EMPLOYEES ON THE MAXIMUM 3. USE: MANUFACTURING WORKING SHIFT. 4. PROPERTY IDENTIFICATIO�4 #: 54 ((A)) 36H AND 36G 5. MAGISTERIAL DISTRICT: S ONF_WALLL LANDSCAPE CALCULATIONS NUMBER OF EMPLOYEES ON THE MAXIMUM WORKING SHIFT (EXISTING) 6. BUILDING SETBACK REQUIREMENTS IN ZONING DISTRICT M.1 PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWSS PER KRAFT FOODS = 114 (228 DURING SHIFT OVERLAPS) -FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS = 75' PERIMETER LANDSCAPING - 676 LF X (1TREE/40LF)=17 TREES ACCORDING TO KRAFT FOODS THE ADDITION TO THIS -FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS = 75' '�Q INTERIOR LANDSCAPING - 19 PARKING SPACES X (1 TREE/10 SPACES) = 2 TREES WAREHOUSE SPACE WILL NOT ADD ANY EMPLOYEES PER WORKING SHIFT -REAR YYARD ARD SE BBACK ACK =�25' �'-� G'I FINAL SITE PLAN TOTAL NUMBER OF EMPLOYEES PER WORKING SHIFT BUILDING SETBACKS PROV DED: EB 2 0 2001 APPROVED D (EXISTING+PROPOSED)=114 (228 DURING SHIFT OVERLAPS) -SIDE YARD BUILDING SETBACK PROVIDED TO THE WEST= 702.0' Washington Industr/al/Process 10490 LITTLE PATUXENT PARKWAY PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21044 FAX: (410) 423-2570 WORK ORDER: 22784 KRAFT CONTRACT NUMBER: 22784 WASHINGTON SIGNATURES DEPARTMENT CNIL HRECTURAL MUCTURAL MECHANICAL ELECTRICAL P.E. MANAGER DATE FLOOR AREAS -FRONT YARD BUILDING SETBACK PROVIDED TO THE SOUTH = 83.5' uEPT.GEPLANNI'GIfJEVELOPMENI NUMBER OF PARKING SPACES REQUIRED FOR MANUFACTURING = 86 -ADDITIONAL SIDE YARD BUILDING SETBACKS = N/A KRAFT RELEASE FOR CONSTRUCTION EXISTING MANUFACTURING = 209,026 SF (172 DURING SHIFT OVERLAPS) -REAR YARD SETBACKS = N/A AACRAFT/PE/PM A/KRAFT/PE/BDE A/KRAF"F-/CSM 7. SIGHT DISTANCES = PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN #52-99) = 8,727 SF PARKING SPACES REQUIRED FOR OFFICE SPACE PER THE FREDERICK -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 COUNTY ZONING ORDINANCE ARE AS FOLLOWS: 350 FEET AT THE PROPOSED ENTRANCE LOCATION. DRAWING TITLE PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN #54-99) = 2,312 SF 1 PARKING SPACE PER 250 SQ. FT. OF FLOOR AREA -THE POSTED SPEED LIMIT ON PARK CENTER DRIVE IS 35 M.P.H. Approved by the Zonin Administrator EXISTING OFFICE SPACE = 10,272 SF EXISTING OFFICE AREA = 10,272 SQ. FT. -SIGHT DISTANCE ON PARK CENTER DRIVE IS EQUAL TO OR GREATER THAN SITE ORIENTATION PLAN 350 FEET AT EACH EXISTING ENTRANCE LOCATION. PROPOSED OFFICE SPACE (PER SITE DEVELOPMENT PLAN 50-99)= 9,371 SF PROPOSED OFFICE AREA (PER SITE DEVELOPMENT PLAN #50-99) = 9,371 SQ. FT. 8. TRIP GENERATION TRAFFIC VOLUME = 840 VEHICLES PER DAY 9. MAXIMUM BUILDING HEIGHT FOR ZONING DISTRICT M-1 IS 60' PER `L0 PROPOSED WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN #14-00) = 2,560 SF SECTION 165-83A OF THE FREDERICK COUNTY ZONING ORDINANCE. KRAFT PROJECT NO DRAWING SCALE PHASE TOTAL OFFICE AREA = 19,643 SQ. FT./250 SQ. FT. = 79 SPACES THE HEIGHT OF THE PROPOSED BUILDING IS LESS THAN 60'. 22784 1"tea' ' PROPOSED MANUFACTURING WAREHOUSE EXPANSION (PER THIS PLAN) = 27,300 SF 10. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING CARD FILE NAME CADD PLOT SCALE ❑CON1cEPT �30% [3so% 090% O 107% ® FINAL Zoning Administrator Signature Date TOTAL PARKING REQUIRED = 165 SPACES (251 DURING SHIFT OVERLAPS) UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. GROSS FLOOR AREA = 269,568 SF 11. ROOF RUN-OFF SHALL BE CONVEYED AWAY FROM THE BUILDING EXTERIOR TOTAL PARKING PROVIDED = 291 SPACES VIA DOWNSPOUTS AND SPLASH BLOCKS OR TIED DIRECTLY TO EXISTING LTx DATE Note: Site plan is valid for 5 years from the date of approval. tiN oSHEET NUMBER PROPOSED OUTDOOR EMPLOYEE BREAK AREA (PER SITE DEVELOPMENT PLAN #50-99)= 1,334 SF STORM DRAINAGE SYSTEM. THIS WORK SHALL BE COORDINATED DIRECTLY% �� Lr 10/5/00 TOTAL FLOOR AREA = 270,902 SF TOTAL HANDICAP SPACES REQUIRED = 7, 1 VAN ACCESSIBLE (PER ADA) WITH OWNER, WITH ADDITIONAL PLAN INFORMATION PROVIDED AS o ? 'w '� �',r i DRAWN BY TOTAL HANDICAP SPACES PROVIDED = 8, 1 VAN ACCESSIBLE NECESSARY BY ENGINEER. � �' �. CW ALTERNATE 1 = 10,640 SF 12. ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM TO THE STANDARDS o ROBERT JAMES WALLACE "� CHECKED BY C01 OF THE FREDERICK COUNTY ZONING ORDINANCE. No. 035565 CAM 13. NO OUTDOOR STORAGE IS PROPOSED WITH THIS ADDITION. 14. THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES. Yd�� ,4L PROJECT NUMBER 15. REFER TO ARCHITECTURAL DRAWINGS FOR OUTDOOR LIGHTING FIXTURE ' 22784 TYPES AND LOCATIONS. �SSIONAL���ti CLASSIFICATION: COMPANY PRIVATE 0 0 l M I L K J IIU JL G F E W C 0 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 1 15 1 16 1 17 I 18 Q 2 3 4 5 1 6 7 0 10 12 13 14 15 16 17 Q P 0 N M L K J H G F LEQEND EXISTING PROPOSED ROADS ROAD CENTERLINE CURB CURB TAPER SIDEWALKS BUILDINGS FENCE DECIDUOUS TREE f = CONIFEROUS TREE ;F CONIFEROUS SHRUB .................. PROPERTY LINE STORM SEWER 2900INDEX CONTOUR 2898 - - - - 2898INTERMEDIATE CONTOUR SPOT ELEVATION 2876.3 2803.66 ■_��� LIMITS OF CLEARING AND/OR GRADING ABBREVIATIONS C/L OR C L 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 STD STANDARD STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST TPD TRIPS PER DAY VERT. VERTICAL W/L WATERLINE X-ING CROSSING NEVER REMO� A LEADER 120° 120° HOSE OVER WIRE - 120° WIRE GUY DOUBLE KNOT, HEAVY G Q FLAGGING, 1 PER AUGE SURVEYORS WIRE Q N -PRUNE OUT ALL DEAD, BROKEN, RUBBING OR CROSSING BRANCHES, RETAIN NORMAL TREE FORM -DOUBLE STRAND No. 12 GAUGE WIRE TWISTED THROUGH RUBBER HOSE -GALVANIZED TURNBUCKLE 4112" 3 PER TREE -STAKES (3 REQUIRED) - REMOVE COVERING FROM ENTIRE BALL - FIRST LATERAL ROOT FLUSH WITH FINISHED GRADE -3' MULCH -3" SOIL WELL FINISHED GRADE -UNDISTURBED SOIL PLANTING SOIL, SEE SPECIFICATIONS `EQUAL TO ROOT BALL PLANTING DETAIL - DECIDUOUS TREE NOT TO SCALE GENERAL NOTES 1. Contractor shall furnish all materials, labor and equipment required 9. The proposed addition will be served with electrical power E and shall perform all work including restoration for the completed internally, no additional electric service is required. installation of utility systems and all other improvements shown or implied as necessary. Unless other wise noted, specifications for all 10. The proposed addition will be served with sanitary sevice work will be In accordance with the applicable Standards and Contract internally, no additional sanitary service is required. Specifications of the Virginia Department of Transportation, Virginia Department of Health, County of Frederick, Frederick County Sanitary 11. No additional outdoor lighting is proposed with the new addition:.. Authority and the contract documents. Contractor shall coordinate All existing and proposed lighting shall be directed away from with and arrange for Inspection by FCSA adjoining properties and roads 2. Any discrepencies found between the drawings and specifications, 12. No signs are proposed with the new addition. and site conditions or any inconsistencies or ambiguities in drawings or specifications shall be immediately reported to the engineer in 13. Trailers parked in the Trailer Parking Area will not be used writing, who shall promptly address such inconsistencies or ambiguities for storage purposes. 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. C 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. B 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 A 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. \ INV.-690.34 \ \ \ \ ilSTONE CULVERT) - MILEAGE POST SIGN 11'-------EDGEOFOF-GRAVEL --------------------_-----.,-----^----_- ---------------------------------------------------------------------------------------------------------------------- - _- -- ---`--_----- -_� -_�sEDGE OF GRAVEL - - - - - - - - - - - - - -- - - EDGE OF GRAVEL -_------------ - ------------------------------- ----------------------------------------- -L------------------------------------------------------------- ----------------- --------------- ------------I INV. =693. 1 7 BARB WIRE II FENCE 12" RCP) r�-------------------------------------------------------------------------------------------- --- ----------------------- --- - �\ 77- ` ----------------------------------------------------- !�i R�r (30" RCP) \ _ SAFETY LINES 1 _ INV.=690.16 _ EDGE OF GRAVEL -------- - - - - -- - - - - - ------ - - - - -- METAL�CONC. AD --(BUILDING - Ippp i�/// METAL STAIRS METAL STAIRS \-CONC. I NI/ D.I. TOP=696.44 & PLATFORM & PLATFORM RETAINING INV.IN=692.28(12" RCP) TOP=708.96 TOP=709.03 WALL CONC UINV. OUT=688.69(12" RCP) STAI I ll DI NV.IN=68683 26(6" PVC) INV.IN=686.31(1O" PVC) N INV. IN=686.48(12" RCP) INV.OUT=686.18(15" RCP) VACATED PROPERTY 21r°P -----" ==,2rip - - -__ LINE jall storm mh o II 111 top=689.07 �II ----------------- I I ------------ - inv. in=683.51 EX. BUILDING LINE j NI� inv. out=683.50 I stotoprm gr68e N IN N 12" in=684.67(RR) IN 12" in=684.60 IN I I R CANOPY 1 0" " 7n=685.09 21out=684.57 4 6" CONCRETE PAVEMENT ; A CONC. PAD I 14' TRENCH DRAIN I I I III P, PLANT I III NORTH I 3 ROOF DRAIN FIELD CONNECTION (TYP OF 4) II _ I II m ,x TRANSFORMER ,AA '�idr V1 I I I I $ PAD ELECTRICAL I I II 2 4r( PANEL BOX Il r� z PROPOSED I APPROXIMATE .�4 , LOCATION OF y; ti 73, X 3 F. F. =6 9 0. 0 :z 15" WIDE GRAVEL ii 1 , 27,300 SF N CONSTRUCTION ROAD \II X WAREHOUSE SDID EXPANSION I ' >, mw, ALTERNATE 1 ll �ry:, FFE=690.00 70'X152' 10 640 SF 1 WAREHOUSE EXPANSION y FFE=690.00 4 POST INDICATOR VALVE DETAIL ASPHALT ant SAID. MH TGP=685.79 ( I i • i �� .•:h�tC+- -. CONC. PAD INV.IN=679.29(4" PVC) NG PARKI,�� y t :� [NV.IN=678.84(6" PVC) INV.IN=679.14(6" PVC) t �f INV.OUT=678.92(10" PVC) a CORE DRILL EXI i171 n W.V. v. N 13 jX a �T. STM MH TOP=685.94 I 1 6■ W g § z �5' INV.IN=680.75(12" PVC) INV.IN=680.65(12" PVC) - I - - - - I INV. OUT=680.56(12" FVC) storm m/h CONC. STEPS TRENCH DRAWN 8 n -ss S71rMi�-6` 57n I I 6'"I I D. 1 . M. J , toP188. 50 W/ 4' PVC I �1 ^ � c �1•� I � - � �♦FH 21" in=681.02 II I I `I ll I INV. OUT=683.03 t WN�ER LINE 21 in=680.02 III I STM MH TOP-685.77 1/ STM MH INV. IN=680.10(12" PVC) I / 11 TiOP=665.68 fi CONC 5 PLANTING DETAIL -DECIDUOUS TREE ! 24" opt=660.61 I INv.ouT=679.77(1z":PVC) / i �I -ter I --- - - o I �' - n // TOP OF SILO �tYP) I IIQ { I manhole top=685.00 I n// ELEV=687.05 +/- top of sediment= - - - - - - - -I�_-- I �1- I I II ----I / 11 677.55 I =-- -------- I- I II E.P. I C I I l I I- -----sIL - --o/I( BOLLARDS(4) o F,, ` I coNcF?r 'E`-� -I/-� I storm grate nll QI/I 11 �rV +op=684. 54 - _ - - - - - u o� I I LSA�44/� Ln I inv. out=681 . 06 - v jj N II I II I { I C ^p 11 ASPHALT II I I SAN. M� TOP=685.33 I, DOCK - II // INV. IN- 77.74(100"" PVC) 7021 I I I I I - -/ III I N - - - - -fir - �lN I INV OUT 677 j68f3t3iCAROS .5 ) _ r. d. EX. BU IIL�fJG L F-. d. - - - I RAMP 1 I - T --�- �- _ - - -- I - ------ �LHT------ ---- ----- --- T _---------------=J---- A�---------- -- -c- _ -------- ►- ---------------- --- - - - ------P�--------- F H LWEDE zz� I- - 75 �U� S -- �I� polls i.v.lw.v. 1\o o Ih p light TAL \�F----- --_ P. O 11< II< LIGHT pole I \\ ° n 11 FLOW M TER Iw m I I 1\ II II POLE wi uY I j 11 BOX W/ CONC12 v 1 r I I I iiFt-4-=_33„ I ----r p -__ �.. v pvc 11 PAD 1 1 II { -RCP in.=679.85 1-�-__ __ ___I__ Ir-?; \``� I 10 Pvc 30" FRCP �_-------- }I-- O inv.=680.50 10" pvc o l ll ^ to M. I 24" rcp 1 pvc inv. =680. 44 INV. =�78. 3O I I It/ l ' I 5.94 inv. =680. 22 inv. =680. 38 11 I { 680. Il m � SAN. MH TOP=682.29 24 -680. VC f.h. INV.OUT667 218(15"PPVC) 1 o I I w/ \ \ t II /gym �G 30" RCP / - n �� - -- -•'-o - 1�-..------------�L.=6Z3.7 SHOU�D� -GFiiA= 3Tf =7-- - - - - - - - - - - - - - - -- -- E.P.---------------- - E. P. ---- l -L.F. - - - - - - -- _ - - - - - --- - - - - -- - - - - t/� T- - - - - - - - --- -- - $RDOO------� ----e------------- /�J - - 48" rcP . +V _ , inv. =680. 51 �o, (60' RIGHT-OF-WAY) l35 M.P.H. POSTED YY J 'A' OD 'A' • 10 1 1111 o - It En f PLASTIC PIPE FINAL BACKFILL - INITIAL BACKFILL SPRINGLINE C` - SAND BEDDING MATERIAL PIPE MAXIMUM DIAMETER ,A' 'D, 24" & UNDER 12' OVER 24' 18' NON -PLASTIC PIPE BACKFILL SHALL BE IN ACCORDANCE WITH SPECIFICATIONS BEDDING MATERIAL 1 SITE PLAN SCALE: 1 "= 50' 1:2 MORT TRIM END OF SMALLER PIPE FLUSH WITH INSIDE OF LARGER PIPE 2500 PSI TRIM END OF HANGER" R- + FLUSH WITH INSIDE OF SMALLER PIPE VARIABLE Ir I TRENCH WIDTH OF I SMALLER PIPE PLACE STIFF MORTAR I AROUND JOINT TO FORM WATERTIGHT CONNECTION 2 TRENCHING AND BEDDING 3 ROOF DRAIN FIELD CONNECTION NOT TO SCALE NOT TO SCALE ,.17 1 0 o �n 13 14 15 Rv�- C F, IV t; OPEN/SHUT WINDOW DEFT, GF PLA"all" Ir.!pFIFLOPMENT 11-8" So. INDICATOR POST CONCRETE COLLA FINISHED GRADE WATER 19 TOR POST TO BUILDING I POST INDICATOR VALVE DETAIL NOT TO SCALE 7 KRAFT P KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN WAREHOUSE ADDITION KRAFT FOODS INC. WINCHESTER, VIRGINIA N WARNING: Thk document is the property of the Kraft Foods Inc. Futher reproduction and/or dlsMutlon Is prohbhed without the express written permaslon of: Kraft Foods Inc., Corporate Engineering, Madison, Wisconsin. krtonnation on this document Is not to be shared except with the written approval of the IndNridual whose seal appears hereon. All rights of designs or Inventions are reserved. I� L K �IO 11� GRAPHIC SCALE 50 0 50 100 SCALE: V = 50' g REVISED PER COUNTY COMMENTS 2/16D1 F 2 REVISED PER COUNTY COMMENTS Q�1 1 ISSUED FOR CONSTRUCTION 105'110 p ISSUED FOR BID S g 100% SUBMITTAL &13'00 A SD% SUBMITTAL REV NUMBER DESCRIPTION DATE REVISIONS KRAFT FOODS INC. KRAFT CORPORATE ENGINEERING E MADISON, WISCONSIN Washington Industrial/Process 10490 LITTLE PATUXENT PARKWAY PHONE; (410) 423-2500 COLUMBIA, MARYLAND 21044 FAX: (410) 423-2570 WORK ORDER: 22784 KRAFT CONTRACT NUMBER: 22784 G WASHINGTON SIGNATURES DEPARTMENT CIVIL ITECRJRAL BTRUCTURAL MECHANICAL ELECTRICAL P. I- I MANAGER INITIALS DATE KRAFT RELEASE FOR CONSTRUCTION A/KRAFTIPE/PM AACRAFT/PEBDE A/KRAFT/PE/CSM DRAWING TITLE SITE PLAN KRAFT PROJECT NO DRAWING SCALE PHASE 22784 1'=50' CADD FILE NAME CADD PLOT SCALE 13' 0' a s0% 0 W% 0100% ■ nm - p.LTFi pF NGf SHEET NUMBER DATE 1015/00 DRAWN BY vo �,� CW 4111 U UBMMMESWAURE CHECKED BY zol No.035565 CAM JPROJECTNUMBER *$OAAV �w 22784 ��s`rIONALO CLASSIFICATION: a.._ COMPANY PRIVATE � I 2 I 3 I 4 I 5 I s I 7 I 8 I 9 I 10 I 11 I 12 I 13 1 14 1 15 1 16 F 17 9.9 KRAFT C P 0 N M 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 L the pre -construction conference: One week prior to the commencement ofland 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 K 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. J 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: a. Scarify the top 1" to 2" of soil after final grades have been achieved. H 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: G TEMPORARY SEEDING PLANTING DATES: SPECIES RATE IN LBS. PER ACRE F SEPT. 1 - FEB. 15 50 -100 lbs. / acre ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) 50% CEREAL (WINTER) RYE (SECALE CEREALE) 50% FEB. 16 - APR. 30 60 - 100lbs. / acre ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) 100% MAY 1 - AUG. 31 GERMAN MILLET (SETARIA ITALICA) 50lbs. / acre 100% E PERMANENT SEEDING MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 lbs. / KENTUCKY 31 OR TURF -TYPE TALL FESCUE acre 90-100% IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% D 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% C SEASONAL NURSE CROP** 12% GENERAL SLOPE (STEEPER THAN 3:1) 150 lbs. / acre KENTUCKY 31 FESCUE 70% RED TOP GRASS 3% SEASONAL NURSE CROP*- 13% CROWNVETCH 14% B 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. CIF FLATPEA IS USED. INCREASE TO 30 lbs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE WARMER SEEDING OR LOW -MAINTENANCE MIXTURE DURING PERIODS. ADD 10 - 20lbs. / acre IN MIXES. 3 4 5 0 INV. =69U. 34 ----------- ------ ------ ---------_ MILEAGE _STO-NE-CULVERT) - ------'---- --�-_- --BR-USH_,POST SIGN -- ------- - - - - -- __------- - --- - - - - -- 700 74------------v- ---------F 5fa`L� -- --------------------- - - - ----- - - - - -_ - --- - - ------702 - - -- - --------- OF-------700- ---- �-\\- \--\- \--\_ _- ---- - - -/- /-x--\ -- -I-X-I-\X---\ --- - -(r�-ti-�\tx- - -\ I --) - X-6I X9\X-8/ - - III I I/ IrI \ JIIC/ \/IIIa-/IJ/ I1�I�II;IIIlI� II /IIIIIIIIIIIII-�lIIIII. \ re-� �+- � '>. \- I- I \ \ -- F- .I ------,__ - -- .- ^Nl� 11 I 11-u- _- - L�/ C_ -/- 1fl - s JS - �)I-i a- - _ �--B- -- _ -- ' - -�-- ZY-- - --_ D--F� �\--6-G9RB_ --- -- -A - V- - 1E L ----- `7-- - `_R9V-E ------ -698---EDGE -696EDGE ---------- - - - -- - DFG-------7RAVEL WIRE ` ------------FENCE -692----'-----;v-696 TREES ''RCP)BRUSH ---- - - - - -- --------------------------------------- ----------------- ----------------- 69--------- - - - - - - - - - - - - - - - - - - - - - - - - ----Z 69t. X 63. 1 1 W. =69\0. 16 x699.3\`30\ RCSSAFEiI^-IE /-693.8 'C-E2CE��GAVEI--------- _ _ ------------- 18" hone locust -- METAL CONIC. PAD ILI 7C0METAL STAIRSO4TH VETICIY METAL STAI // D.I. TOP=696.44 PLATFORM PLATFORM'-CONC.6quad GIpEENV�300Y -690.5 7 INV.IN-692.28(12" RCP) TOP=708.96 TDP=7G9.03 RETAINING [NV.OUT=688.69(12" RCP) WALL CO- - ;1 C mulberry x693.2 <SE OETA/L D.I. 83SHEET C-6> IINV.IN�686266" PVC) NV.IN=686.31(10"PVC) 692.4 /NV.IN=686.48(12" RCP) 21" 12" INV.OUT=686.18(15" RCP) To" osage orange storm mh +op=689.07 .r inv. in-683.51 -693.0 inv. out=683.5storm grate EX. BUILDING LINE D,1 top=689.68 IN 12 in=684.671RR) 12" in=684.6014"honeylocust ANOPN I _ - n.0INI21out=684.57 693. 0 e 8d 689 CONIC. PAD -4693.4 -692.9 PLANT NORTH 692. 6 .7 693.0 brush + X690.8 brush ,692. 3 bras TRANSFORMER X691.1 PAD 16" osage orange I ELECTRICAL PANEL BOX 18osage -A691.0 x Oran e 691 .2 Z.F F =690• 0 11688 X692.7 coX691.0 (691.4 GR *691.0 x692.6 AERNATE 1 PROPOSED x690.7 70 ' X 1"1" ' 69 73'X 374 0)640PF 27,300 SF oAREHOI�IE 1 GWAREHOUSE XPANSION EXPANSION =0.00FFFE=690.00 1708.7 CONC. PAD SAN. MH TDP=685.79 ININ-679.29(4" PVC)) INV. IN=678.846" PVC \I -A689. INV.]N=679.14(6" PVC) V. INV.OUT=678.92(10" PVC) 71 STM MH TOP=685.94 0 NV.IN=680.75(12" PVC) 6P NV.OUT668056112"PVC) 5 j� I stAhCONC. STEPS TRENCH DRAIN 8/01 --®-�N�� �[P$�.ntoo= 7 21 in#6 1.02 /4PVC 241 p68 STM MH TOP=685.77 SM/M -H 24" olpt 0.81 NV.IN=680.10(12" PVC) OP=585.68 CONC4.1 NV.OUT=679.77(12PVC- - - - -- manhole to =685.00 TOP OF SILOX_Or.r 84.98 1IPa ELEV=687.OS 1 677.55 E.P.686.9 oposement= storm gate BOLLARDS(4) +op=684.54 jjj inv. out=681.061 L�- - - -- - - - - ------ -J ASPHALT SAN. MTOP=685. 33 INV.IN77.74(10" PVC)1L - - - - -- - - - -9II // INV.OUT677.68(L0 PVC) d. d.EXBUIkLdNG LINEr.d.\TREES x RAM2 `------ ----- -- ------- - - - - - - - - - - u- LIGHT W.V.PolIe ' -.H.\ WATEJ VVa III IIr--Pole PEDESTAL with guy IGHT - - - - -- wire -f7LT m fight pole p.i.v.FLOW M TER 12"pvc PAD24=rcP -BOX-W{ CONC TREES 1nv.- 80.0 30" PtP .52 124yrcp---} v inv. 680.44 INV.=78.30< tom m top=685.94 inv.-6 0.22 iv.-680 in-680.34 ----- 24" out=680.32 f vMH TOP-682.29 -- -- - - - - - RI INV. OUT=675.181PVC) RCP - - - - - - - - --- - - - - T-- �INV.=677.7 ------DICH ---- _____ - - -- --------686 7� l 86.2 `3 /V �----�`_P �VE'EP---------- - - - - - - \------------------- ----- - - - - -- - -- - ---x--86.7 -- -- - - --- - - L �40 - ----�_-_----- -- -------- - - - - - - - - inv.=680.51 a I I I I I 7 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 FOLLOWING SPECIFICATIONS SHALL BE USED WHEN FOUND NECESSAR* rChlOOSE I METHOD! ADHESIVE WATER NOZZLE APPLICATION EMULSION DiTUTION TYPE RATE (GAL/ ACJ AN/ONC ASPHALT 7d COARSE 1200 LATEX 12ZO FINE 235 RESIN -IN -WATER 4d FINE 300 0 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) L SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'AX Jill FLON� r 4" 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) �> FLOW POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING A PAVEMENT 3 s : 1 r� TI I�ml� i I I- I FILTER CLOTH 6" MIN A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND 70' MIN. T B WASHRACK 10' MIN. (OPTIONAL) 1 12'MIN. I�- EXISTING PAVEMENT I VDOT -1 DRAINAGE COURSE AGGREGATE 8 TO SEDIMENT I . TRAPPING DEVICE - MUST EXTEND FULL WIDTH OF OPERATION AND EGRESS PLAN L^I, I VIEW SECTION A -A RE1r SECTION B-B un �r UL N. N. II - slan ana Aciment control, and Va. DSWC Plate 3.( 12 13 14 15 16 17 18 QV Uu ,: VIII IUSLdfldUon of )Lr- end -brit @'fitter Barriers for Sediment Control VA. DSWC PLATE. 3.0' Sherwood and Wyant KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN WAREHOUSE ADDITION KRAFT FOODS INC. WINCHESTER, VIRGINIA WARNING: This document Is the property of the Kraft Foods Inc. Father reproduction anyor distribution Is prohibIted wlthout the express written permission of: Krafts Foods Inc., Corporate Engineering, Madison, Wisconsin. Morrnation 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. Z N M L 1� J GRAPHIC SCALE II H 50 0 50 100 SCALE: 1' = 50' 16 F 2 REVISED PER COUNTY COMMENTS ySDr 1 tSSUED FOR CONSTRUCTION tp�5/00 0 ISSUED FOR BID Ww00 B 100% SU9MrrrAL WISM A 30% SUBMrrTAL 8,24M REV NUMBER DESCRIPTION DATEREVISIONS KRAFT KRAFT FOODS INC. CORPORATE ENGINEERING MADISON, WISCONSIN E Washington IndustriaUProcess I D490 LITTLE PATUXENT PARKWAY PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21044 FAX: (410) 423-2570 WORK ORDER: 22784 KRAFT CONTRACT NUMBER: 22784 WASHINGTON SIGNATURES IEPARTMI CML RAL STRUCTURAL MECHANICAL ELECTRICAL RE MANAGER NlRIALS WTE ,1 J KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM j A/KRAFT/PEIBDE A/KRAFT/PEJCSM C DRAWING TITLE SITE GRADING AND E&SC PLAN KRAFT PROJECT NO DRAWING SCALE PHASE 22784 1'=50' B CADD FILE NAME CADD PLOT SCALE 0 DDNCEPT 03096 0 aD% ❑ 8D% ❑ 1o0% 0 nNk ���pLTH O� G DO 5 00 ATE SHEET NUMBER DRAWN BY o CW ROBERT JAMES WALLACE CHECKED BY Z02 No.035565 CAM A PROJECT NUMBER 22784 �ss�aNALG CLASSIFICATION: COMPANY PRIVATE 9 10 IQ /