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Home My WebLink About03-02 Kraft Foods Warehouse Expansion (Cold storage addition) - Stonewall - BackfileI� PROJECT LOCATION FREDERICK COUNTY VIRGINIA :I AMN Ire 0 91 CORPORATE ENGINEERING - IMADISON WISCONS SITE PLAN FOR KRAFT FOODS CAPRI-SUN N BUILDING ADDITIOr-',J - 2002 EXPANSION FREDERICK COUNTY, VIRGINIA ISSUED FOR PERMIT - MARCH 8,2002 REVISED: 3/29/02 INDEX OF DRAWINGS DESCRIPTION SITEORIENTATION PLAN.............................................................................................. DEMOLITION, ROUGHGRADING, EROSION & SEDIMENT CONTROL PLAN ............. SITEPLAN........................................................................................................................ DETAILS.......................................................................................................................... . EROSION & SEDIMENT CONTROL DETAILS................................................................ OWNER AND DEVELOPER: KRAFT KRAFT FOODS, INC. 220 PARK CENTER DRIVE WINCHESTER, VIRGINIA 22603 CONTACT: MICHAEL GAINES PH: (540) 678-0442 FX: (540) 545-8942 DRAWING NO. ARCHITECT AND ENGINEER: C01 Z21 Z22 Z23 Z24 " Washington Industrial/Process WASHINGTON GROUP INTERNATIONAL, INC. 9790 PATUXENT WOODS DRIVE, SUITE C PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21046-2900 FAX: (410) 423-2570 AT 2 74�1 5 r,3-tea- Approved by the Zoning Administrator Zoning Administrator Signature Note: Site plan is valid for 5 years from the date of approval. 9, TRW4-00,0 [� - / � ✓ v ' V _ 7� �p y , REC;wv , �AAY 1 Z002 Date C\ V VICINITY MAP 1' = 2000' 3 4 5 7 u a 12 13 14 15 16 17 M M M J H ---------- - ------------------ --------- --- __ - - - --- _ - _-- - - -- _- - _- ---_----__-_ - -�=� -_- - --- - - -- - - -_STA. fl 89 29 \ -� ...................................................................................... ......... _.. _.. ._.. ._.. ._. .._. .._ .._ } t LDiNG sET6A - METAL li ,\ DD D ODc6 QQD D_DDDDDAD 9DDtflDD�3DD - Dfl0 C DD4cDD DD I l l l l l II • I ' � I - - - - - - - I ', IIIII I I I III II - - - .....----TE--M-/O-OET-RSVHAP-EARAL-TYCO-ETSS-RH-AO<//W-L2EN'-xR6-O5//V-'BV> AA-RC-K,A/-T/VEG-O - 7�F'RORERI TY -L-�/�\ �/" V--E- /\ - B-R-�U/ -E-/-LF---BE / ;I!•jI ; hjFI�!11 I11I'ji•.•!ij,ior" Q -? - G- - - IA,., �I I- IDI '-I 'I 1D'��' \ /\ \T 2- /O/-Vr U /LOI OB/T.//._TVO G OES.S O/TREB - I - - - -F-'lE..fiII .MRy- --w - -0-P-�0 3L/Bl- - F EX. BUILDING 4E ER/iII l 1ki --- f��/- 1_�J , - -- �mcox� ceI frIiI(II I .• ` I � -I I �-I II(III III��+µ�`I�Gy�� ?}-�I l�t---___--�-----� �--_--`------. '- � --_----�------ � I1-II -�-•-�Ii- o--�� 0��t __---- � II o-S_-------� -__ -_-----//II -��I�_ �_g+.J-TT��O.-1Ii- - _-II-�---II E/-- �-F-._-- _f_/.T--t.I iII III -.G 1-7F-I-T------.II `I.1II -+-- ---- ll TII -----IIII -�,.r--_----__.-7II� --I- io I- --- '---_--_-TII �II-•I --_-_ •-� _- --� / II_ 'FII •_ LOADING BAYS CANOPY PUMP 1 s -- ' II- \��.•-II!�-Iu. I�I�I--_--_--.� I II' -. I I -I -_-_--_- -Q-I . J, �t°��i I I.I I \! 1 \ 1 -Wim1 1iit•' ' 1j rt ` I-� I IIj II/I I loIi (dI� (I3i -I I 4I I II !�I I 4I IIi I I III I 1I I, cII I I I I I VACANT HOU� 2 X 65) ZONEDM-1SDP 03-02 a 43 (fA)) 36 411 PLANT �L TO S/TE OEVELOFME/VT T � _4_tee � II � MANUFACTURING ITO S/TE ZONED M-1 BEVrLOPMEV7- 54(( A)) 36H PME/VT PLA/**14-00 L,4:N 03-0S/TE --- ---- ocl --I------- -j - - -- --- i m BU/LO/VG TO SA VACANT ZONED M-1 EXIST. ASPHALT PAVING 54 i(A)) 36G (OD BY .RAFT GENERAL FOODS) 45 /4CY T A00/T/O/V. "S4-99 TO S/TE OEVELOF�ME/VT !=LA/V "529-- -- 8 LOADING BAYS REMOVED _ k. L--2'X 65') ,AOB/T/O/V. 2EXI ' O S2 PROPOSED LOADING BAYS REFER TLOADING DEVELOPMENT RLA/V (12 X 5) �/4-00 (12 X 6 GREEN BAY T PAG I DDITION BUILDING AZONEDN � 54 ((A)5 EXIST. LOADING BAYS FFE 690.005 EXIST. LOADING AYS (12'X 15,730 SF (1 65') [] CH/LLER P,AO EXIST. CONCRETE PAVING 8CONC. ON 6 DGAB) EX. BUILDING LINE - - -75' BUILDING SETBACK Pi:LL "G 7BACI_ l �.. - .r� ONE WAY TRAFFC0s 5a 65 % .EXIST. TRUEXISTING ENTRANCE TO BE RELOCATEDTR4C4 ENT� -.._.._.._.._.._.._.._.._.._..----•-- ,_• _.._.._.._.._.._.._.._.._.._..-•-..-. _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. wE_T BROOkE ROAD (ROUTE 1320) POSTED SPEED=35 M.P.H.r 1 703.00' I. I r VDOT GENERAL NOTES 1 I FORT COLLIER GROUP, LL ZONED 1 SITE ORIENTATION PLAN C 1DER 8 SHOCf'.EY '.P.QUP OF w11 -nrn _ 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 PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY, 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. 7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANICE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. FLOOR AREAS SCALE: 1 " = 50' 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) = PROPOSED MANUFACTURING WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN #03-02) = PROPOSED MANUFACTURING EXPANSION (PER THIS PLAN) _ GROSS FLOOR AREA = PROPOSED OUTDOOR EMPLOYEE BREAK AREA (PER SITE DEVELOPMENT PLAN #50-99)= TOTAL FLOOR AREA = FLOOR AREA RATIO 314,488 SF/(30 X 43560) PARKING ANALYSIS 209,026 SF PARKING SPACES REQUIRED FOR MANUFACTURING SPACE PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: 8,727 SF 3 PARKING SPACES PER 4 EMPLOYEES ON THE MAXIMUM WORKING SHIFT. 2,312 SF NUMBER O SHIFT (EXISTING) 10,272 SF PER KRAFT FOODSEMPLOYEES VER APS) 1 E4 (2 8 DURING SHIFT OVERLAPS) 9,371 SF ACCORDING TO KRAFT FOODS THE ADDITION TO THIS 2,560 SF WAREHOUSE SPACE WILL NOT ADD ANY EMPLOYEES PER WORKING SHIFT 37.940 SF TOTAL NUMBER OF EMPLOYEES PER WORKING SHIFT (EXISTING+PROPOSED)=114 (228 DURING SHIFT OVERLAPS) 17,216 SF NUMBER OF PARKING SPACES REQUIRED FOR MANUFACTURING = 86 15,730 SF (172 DURING SHIFT OVERLAPS) 313,154 SF PARKING SPACES REQUIRED FOR OFFICE SPACE PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: 1,334 SF 1 PARKING SPACE PER 250 SQ. FT. OF FLOOR AREA 314,488 SF EXISTING OFFICE AREA = 10,272 SQ. FT. 0.2407 PROPOSED OFFICE AREA (PER SITE DEVELOPMENT PLAN #50-99) = 9,371 SQ. FT. TOTAL OFFICE AREA = 19,643 SO. 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 1. PARCEL AREA: 30.00 ACRES 2. ZONING: M-1 3. USE: MANUFACTURING 4. PROPERTY IDENTIFICATION #: 54 ((A)) 36H AND 36G 5. MAGISTERIAL DISTRICT: STONEWALL 6. BUILDING SETBACK REQU.1REMENTS IN ZONING DISTRICT M-1 PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: -FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS = 75' -FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS = 75' -SIDE YARD SETBACK = 25' -REAR YARD SETBACK = 25' 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 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. 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'. 10. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. 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 WITH OWNER, WITH ADDITIONAL PLAN INFORMATION PROVIDED AS NECESSARY BY ENGINEER. 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 SIGNIFICANT ENVIRONMENTAL FEATURES. 15. ALL LIGHTING SHALL BE DIRECTED AWAY OR SHIELDED FROM ADJOINING PROPERTIES KRAFT KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN BUILDING ADDITION 2002 EXPANSION CAPRI SUN KRAFT FOODS INC. WINCHESTER, VIRGINIA WARNING: This document is the property of the Kraft Foods Inc. Father reproduction anti distribution is prohibited without the express written permission of: Krafts Footle Inc., Corporate Engineering, Madison, Wisconsin. Information or 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: MICHAEL GAINES PH: 540 678-0442 FX: 540 545-8942 ill,;,. T LIN �iS Rlti LINE I, td � •q' I / � ��''• a1 j '�Lo IljI1` SITE � 6 � � f P� ♦ Y • p \ p \ 7 e 41 / � n0 LOCATION PLAN SCALE: 1 " = 2000' GRAPHIC SCALE 50 0 50 100 SCALE:1 " = 50' C 100% PERMIT REVISIONS 3/29/02 B 100% ISSUED FOR PERMIT 3/08/02 A 60% SUBMITTAL 2/27/02 REV NUMBER DESCRIPT" 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 CNIL rrECTJRAL STRUCTURAL MECHANICAL ELECTRICAL Pr I UANAGER INfT1AL6 DATE I KRAFT RELEASE FOR CONSTRUCTION A/KRAFT!PE/PM A/KRAFT/PEBDE k/KFIAF r/PE/CSM DRAWING TITLE SITE ORIENTATION PLAN KRAFT PROJECT NO DRAWING SCALE PHASE WN 1701 1'=50' ❑ CONCERT ❑30'a ❑ 6l ❑9l 0100% ❑ FINu CADD FILE NAME CADD PLOT SCALE ��` DATE SHEET NUMBER 43pLTi3 p 3/8o2 DRAWN BY r All ` . 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'Li---`�$---- ---- --------------- ---- - - ------___-- f'�-,<_�..- 3311 �� ---- __--__ 6, 6� Illy:�� •� 6 6 +mil _ I 89 8C - - _ S �' 0 K J°6� 66' i_/+ �s +6�II�s� RCP -- 4 1 �0�9 rl °� 6�59 6�6 ----1 --- - --- ---_ _6 -- -- -- 1111 _----��c'� i ��' � - - _ _____- F + �09 �i s6S I 6S6 %N� + 11 06 + %+ 6 ° OS - - O f C D �� °� ' n / 1 ° S d'O --- 66- 9 I I 11 ir• i 6 9 S----------------- L1* P� °57/ CD 6i ,,., 8 8 ---- 'Q ------ k\(-/) S F s8 �� 6�� b�6 12 I P 6 �� 1 0 4 2. 1 , __.-�� _- 6 0 7 � °6 �, �._ - - - - - � _ -~� v I =�-- -� - -orb _ _ _ _ - - - �- - --- - - __ _ - S 7 2 2 2 3 W 1 3 7 2) . 5 2 F T -� -------------------------- -------------------------------------------------- - ------------------------------ --------------------------- --------------- 6,-M- ------------------- -��-�------------------------------------- --- - " i`� 696� `.Y�� °�� `�° i I 7 7 , I I I -- , I -- i- ice---- -- -- -- -�.. -�-- -� -� -�-- �- - + --�--- �--- 6p, 66 I I 6d'--------------------------- - - 66 66 66 E� 6cF 66 68 6 61 i i 6`S6 *L S66 �` V SOO 6� 9 I , I I I I I I 1 , I �6� I N 470 22 '3 / E 1 394 . 61 FT 6� os -- -- -- -- - -- - - POWER I i POLE H KEYED DEMOLITION NOTES I I I I 1 EXISTING FIRE HYDRANT AND VALVE TO BE RELOCATED. SEE SHEET Z22 FOR NEW LOCATION. I I -I 1 DEMOLITION PLAN 2 REMOVE EXISTING RIP -RAP. RESET EXISTING INLET FRAME 6 AND GRATE TO MEET THE GRADE OF THE NEW CONCRETE PAVING. SCALE: 1 ° = 2O� REMOVE EXISTING RETAINING WALL AND STAIRS. n a F I PLANT N 3 EXISTING LIGHT POLE TO BE RELOCATED 4 SEE SHEET Z22 FOR NEW LOCATION. SEE ELECTRICAL PLANS FOR CIRCUITING. REMOVE EXISTING CONCRETE BASE. 5 EXISTING POST INDICATOR TO BE REMOVED AND REPLACED WITH A ROADWAY VALVE BOX. RETURN POST INDICATOR TO THE OWNER. 6 RESET EXISTING ROADWAY VALVE BOX TO TO MEET THE GRADE OF THE NEW PAVING. 7 REMOVE EXISTING CURB EXISTING FIRE HYDRANT TO BE RELOCATED. 8 SEE SHEET Z22 FOR NEW LOCATION. EXISTING HOT MIX ASPHALT PAVING TO BE REMOVED. 9 PAVING CAN REMAIN UNDER THE PROPOSED BUILDING, REMOVE AS REQUIRED FOR FOOTINGS. SAWCUT EDGES THAT WILL ABUT NEW PAVING. EXISTING CONCRETE PAVING TO BE REMOVED. PAVING 1 O CAN REMAIN UNDER THE PROPOSED BUILDING, IF CRACKED. REMOVE AS REQUIRED FOR FOOTINGS. SAWCUT EDGES THAT WILL ABUT NEW PAVING. 11 REMOVE EXISTING BUILDING, SEE ARCHITECTURAL DRAWINGS FOR DETAILS. ARESET EXISTING FRAME AND COVER. a REMOVE EXISTING RAMP, SEE ARCHITECTURAL 13 DRAWINGS FOR DETAILS. AEXISTING BUILDING TO BE REMOVED BY OTHERS 15 REMOVE EXISTING CONCRETE RAMP AND SLAB. ATRANSDUCER TO BE RELOCATED BY OTHERS TO A POSITION APPROVED BY FREDERICK COUNTY SANITATION AUTHORITY (540) 665-5693 A REMOVE EXISTING 6'DIAMETER MANHOLE TOP. NEW MANHOLE TOP REQUIRED, SEE SHEET Z22. AREMOVE FLARED END SECTION REUSE ON EXTENDED PIPE. REMOVE RIGHT TURN DIRECTIONAL ARROWS PAINTED IN THE DECEL LANE EAST OF THE ARELOCATED ENTRANCE. GRAPHIC SCALE 20 10 6 20 40 Elmo --� — SCALE.-1 ° = 20' KRAFT KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN BUILDING ADDITION 2002 EXPANSION CAPRI SUN KRAFT FOODS INC. WINCHESTER, VIRGINIA WARNING: This document Is the property of the Kraft Foods Inc. Futher reproducllon and or distribution is prohibited without the express written permission of: Krafts Foods Im., Corporate Eng nwring, Madison, Wisconsin. Intormabon on this document Is not to be altered except with the written approval of the individual whose seal appears hereon. All rights of designs or inventions are reserved. GENERAL CIVIL NOTES 1. CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED AND SHALL PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF UTILITY SYSTEMS AND ALL OTHER IMPRDVEMENTS SHOWN OR IMPLIED AS NECESSARY. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK WILL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS AND CONTRACT SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION , VIRGINIA DEPARTMENT OF HEALTH, COUNTY OF FREDERICK, AND THE CONTRACT DOCUMENTS. MEASUREMENT AND PAYMENT CLAUSES DO NOT APPLY. 2. ANY DISCREPENCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS,AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES, WITHOUT CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE CONTRACTOR'S RISK. 3. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED PRIOR TO STARTING WORK AND SHALL ADHERE TO THE CONDITIONS IMPOSED. 4. EXISTING TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON FIELD SURVEY PERFORMED BY GREENWAY ENGINEERING, FEB 2002. EXISTING UTILITY INFORMATION IS BASED ON THAT SAME SURVEY AND INFORMATION OBTAINED FROM THE OWNER, AND SHALL BE CONSIDERED APPROXIMATE. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALLDIMEN IONS AND ELEVATIONS H N T S O SSWN O O HE CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 6. CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY CONFLICTS WITH EXISTING AND PROPOSED UTILITIES. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES. ANY DAMAGE INCURRED SHALL BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE. 7. CALL'MISS UTILITY' (1-800-552-7001) FORTY-EIGHT(48) HOURS PRIOR TO ANY EXCAVATION. 8. CLEARANCE AT ALL UTILITIES MINIMUM OF V-0". 9. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS, UNLESS OTHERWISE NOTED. 10. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. 11. ANY UNSUITABLE OR EXCESS MATERIAL SHALL BE IMMEDIATELY LOADED AND HAULED TO AN OFFSITE DISPOSAL AREA APPROVED BY FREDERICK COUNTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE APPROVAL FOR OFFSITE DISPOSAL AREAS. 12. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSEOF THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE GEOTECHNICAL ENGINEER / OWNER. 13. ACCESS BY EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. PARKED CARS, CONSTRUCTION MATERIALS, SOIL STOCKPILES, ETC MUST NOT IMPEDE ACCESS TO FIRE HYDRANTS AT ANY TIME. 14. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS. 15. PLAN FOR ROUGH GRADING ONLY. GRADES SHOWN ARE FINISHED ELEVATIONS, SEE Z03 FOR PAVING SECTIONS 16. SEE Z24 FOR EROSION AND SEDIMENT CONTROL DETAILS C 100% PERMIT REVISIONS 3/29/02 B 100% ISSUED FOR PERMIT 3/08/02 A 60% SUBMITTAL 2/27/02 REV NUMBER DESCRIPTION DATE REVISIONS KRAFT FOODS INC. KRAFT CORPORATE ENGINEERING MADISON, WISCONSIN Washington IndusfrialTrwess 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 DEPARTMErNT CIVIL rTECTURAL STRUCTURAL MECHANICAL ELECTRICAL P.F I MANAGER NIT1ALS DATE KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM I AMRAFT'PE/BDE I A/KRAFT/PE/CSM DRAWING TITLE DEMOLITION, ROUGH GRADING, EROSION AND SED. CONTROL PLAN KRAFT PROJECT NO DRAWING SCALE PHASE WIN 1701 CADD FILE NAME CADD PLOT SCALE CONCEPT ❑30'° ❑ B1", ❑D0. ! 100% O F'NA'- DATE SHEET NUMBER �. T. 3re'o2 DRAWN BY CAM .. - CHECKED BY Z21 RAW 4 PROJECT NUt�4BER JAIL ! • CLASSIFICATION: COMPANY PRIVATE 19 Pei I M 4 .21 J T i X F E J C 13 0 2 1 3 1 4 J 7 W1 10 12 13 14 15 ir_ 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 86.85ft - KRAFT it - I I I -ti i I - --- - ---------- ----------------------------� ---- -- ---�L----- � :, ! P+------ ---- -- - - ---- - �_� j-- ___- - - - - ------ ----- - --- II I 688 BUILDING ADDITION �� ---- ---- �� 5 I ---- = ---- - KRAFT FOODS INCORPORATED T -- V1 SAN 68s F.F.E. = 690.00 6 - - - G 'J I �.4 --____- __-_____ _------------------------ II CORPORATE ENGINEERING T---- i d - MADISON� WISCONSIN 686.00'TOP i Q �'6 , : 5� % BUILDING ADDITION BUILDING & - 6`' r ..•,' F6 ;, ;' t� F.F.E. = 690.00----� --� ADDITION s s ° 9 + ++ rl 2002 EXPANSION �. , I �--, °9 S' 6 9 I °9 e' 'i � E°� E 4�1 S e .9 i ^I i 119 s SANITARYSLAB TOP N 1J/�'� + II CAPRI SU CONCRETE PAVING _ 22 Z23 TOP683.73 6� 6 Z22 Z23 I I U x') ---i--9 �1 KRAFT FOODS INC. N I°I i 1' �IIVC I��98y 5 RETAINING WALL T--�,�--- s I M----I >d 9y �________ __-------I �6 WINCHESTER, VIR INIA �^ 7 ROADWAY VALVE BOX L. ° O� I Z22 Z23 TOP 690.00 C� � � S'� 6& �7 ° 2 Z23 +�WARNING + 7 ROADWAY VALVE BOX o This document h the property of the Kiren Foods Inc. Fu[her reprodFoods Inc., Corpoandlorate to Engution ineering, I'.' I , 1 I 9 r , is prohibited without the express written permission of: Krafts Foods Inc., Corporate Engineering, OU ? 1 1 6i t 7� I 1 I 9 I I ( Madison, Wlsconsln. Information on this document is not to be altered except with the written 1 1 15� �`J I �S l Z22 Z23 - I l 1 approval of the individual whose seal appears hereon. All rights of designs or Inventions are 1 9 h CAI I reserved. POINT B-3 POINT B-4 ,I o 1, 1 SANITARY MANHOLE11 ;. 1 1 I tl M 6 I , 1 I„ 64, C Z22 Z24 4+96.38, 24.15' L, TOP 683.45 KEYED CIVIL NOTES �_____ INV677.89_ I 1 1 2+23.73 1+�.50' L.� I� 6�, - I l I I �� - I � I I I I 1 91•' L Q _ -Pi2 L- - �- -------------- - -- � �4,1 1 RESET EXISTING ROADWAY VALVE BOX ---------------------"-- - - 4 Y._ p rl I ' I >�- r 4+ I I -I I -------------- r O _ ° .. r 3 6 I _�: - RESET EXISTING MANHOLE FRAME D GRATE ._ .. _ _ - S G O AN s I � 2 -- - a- - - t, 6 _ - z "' . E P V S A N '� _. �R- _ +: r - _ . _ . �`,: ----- � �;�;,' 6 PVC SDR 2i) SAN .�� I I 6 °' � � - - �° RFLARED o 2 3+89,94 7.5 R 4+54.53 5"nA R ,, �� _____�� __ __====1=====_- ---- 3 ESETEXISTINGIB"ENDSECTION I 22 0 R � � I - ° O u -: # �; 0 L- E P -I V - 6� ---_ � , - - T►`- I I ". �1 ,, 9 �,-. �, _.� I °�, fi i', 4 RESET EXISTING FIRE HYRANT IN ACCORDANCE CQ °c'. I f) I - # �' 6 - 6 ;9 11 t 6 ---- -T O WITH FREDERICK COUNTY STANDARDS 8 q �� 6' 6 + L I �� ° 9 ----� STING HYRANT VALVE AND ROADWAY BOX + r� + 6"E' I 0-----11 ---- �. Y F- 6 +_ - f 8 _11_--------- 6 (DIN EXISTING B r�--------------- „ s �-� c, °�--------- - 66� N 6�gos �! - rss I c I + 9. �y S - t, t _ _ + _ _ _ _ - - I 8� IN ACCORDANCE WITH FREDERICK COUNTY STANDARDS ,� 9 I 9 u °O 82 - 5 --------------- e 6 6 I Od I I °9 8 II O RESET EXISTING FRAME AND GRATE 68� �6 �� 0+63. 8 20.06'-R O - ------ �. �'0---------��9--------- SOS- ---------------------- ------ - "v5 -- - 1 z -- -- -- - ---- 6 P-_-_ 4+33.42 25.2'L >� 3o RCP i ---------------------------------------------------------- 2_ - - � 2 ' ----- �.-� _ O b�t� e�o 8 9 -� ---678.90x - ------------------- }-- ----------------------------------------.-----___ _--- - 7 PLACEMENT OFOG12CURBRAMPSSHALLBE I t I '� 9 9 _ _ - - - 6' _ - FINALIZED BY V T I P - _ - 6 9 - I 6 _ DO NS ECTOWENGINEER 3 6, 9 - -- -- - --- i K by / + °J 12 +9 '� III irP , �� 1+55.1 33.58' R ids. - - 5+403 O0 R 5443:03 25. _ --- 4�=-- - + �� 9 2 ° ASPHALTIC CONCRETE PAVEMENT T ___----- 6��.- 6'' 6 I 9 3 1 1. + i S�9 °69 /"t os� +6� Z22 Z23 ------ 0 6 6 cS 6/ I 6�0 �, 9 6 l I ° C1 6/ 8S t . h . 6 =f '�� I - _ -_ - I - C _ _ _ _ 7------------- -- ---------------- ------------------- ---- ------------- --- ---------- - - - . -- - - -- - --- - ------ S:7 L ` ` 3 I W 5 F T va s - - ---- - ---- ------------ -- - --- ------ - - T - -- ------ - ------ -- -- � � 6`'- � ,,"' Aso .-�, �� _o�>, - - -' ��9 ` J o `J r' V D OT ES-1 FLARED END SECTION 5+67.66 50.00' R Q �0 5+67.64 50.00' L 5+67.2 115.70' R 4 LIGHT POLE BASE,X� 5+28.45, 45.10' R, INV 678.66 Z22 Z23 TYP. -STONE FOR - - - - - - - - - - E ROS I ON JCONTROL - - i 6d'o . - - - - - - - - - - - - - -: 66� Z22 Z23 6�, r. - - - <o - KCG11 COMMERCIAL ENTRANCES 2 R5-1 SIGN I I Z22 Z23 Z22 Z24 I I a I I �o ,;� „ E7 1 394 . 6 1 FT 6r CG12 VDOT CURB RAMP : I � I I POWER POSE ' II H � � LE END I I I I I EXISTING PROPOSED CONC. BIT. CONC. 1 SITE PLAN ----- -- °�� ROADS SCALE: 1 ° = 20' � G F E D 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 42^40'09.18" W PI 0+98.82 E 14483.56 N 10188.54 395.66' N 47^22'21.3711 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 ------------- ROAD CENTERLINE - - CURB BUILDINGS FENCE DECIDUOUS TREE CONIFEROUS TREE PROPERTY LINE STORM SEWER 690 INDEX CONTOUR 688 INTERMEDIATE CONTOUR 5+45.00 34.00' L SPOT ELEVATION 689.28 LIGHT POLE BASE PLANT N GRAPHIC SCALE C 1 100% PERMIT REVISIONS 3/29/02 B 100% ISSUED FOR PERMIT 3/08/02 A 60% SUBMITTAL 2/27/02 REV NUMBER DESCRIPTION DATE REVISIONS KRAFT KRAFT FOODS INC. 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 CIVIL fT-ECT'JRAL STRUCTURAL I MECHANICAL I ELECTRICAL I P.E. MANAGER NTIALS DATE %,9 I A/KRAFT/PE/PM 20 10 0 20 40 I SCALE: 1' = 20' DRAWING TITLE KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PEBDE I A/KRAFr/PE/CSM SITE PLAN KRAFT PROJECT NO DRAWING SCALE PHASE WN 1701 °ONOEPT ❑30°° ❑ 80°° ❑- 1Dp9° O FIN CADD FILE NAME CADD PLOT SCALE DATE SHEET NUMBER 3/8./02 DRAWN BY CAM Z22 CHECKED 8Y RAW PROJECT NUMBER 25384 i f�%�ZI CLASSIFICATION: I COMPANY PRIVATE 0 101 N T L I:1 J H G J C Lw • 0 1 1 2 3 1 4 1 0 1 0 I 7 1 8 I 10 I 11 I 12 13 14 I 15 I ,a 1� '^ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Q C HEAVY DUTY CONCRETE ISOLATION JOINT 3/4" CHAMFER TYP 4 SEE JOINT PAVEMENT -- PAVEMENT SEE DETAIL DETAIL THIS SHEET CONC. PAVEMENT ,i 2 WIDTH VARIES, SEE PLAN KRAFT '4' FINISHED SLOPE," PER FOOT 3' BM-2 ° ° 4"x4"x 3/8 " THICK GRADE IN DIRECTION OF °CAM . �_,XoX�- co _� _ -X X X X— 8" VDOT #21 B �- - .. V , GALV. STEEL PLATE W 8Yz p A HOL ANCHOR PLATE BOLTS 4°'� `2" Oil SURFACE DRAINAGE P WWF HOLD BACK -5' MIN. WWF #7 BAR AT 12" OC / O 3" FROM JOINT APPROVED PLACE NEW A.C. PAVEMENT CONCRETE SIDEWALK i i D of it N SUBGRADE AGAINST CONCRETE SLAB SEE DETAIL #5 BAR AT 12" OC _I KRAFT FOODS INCORPORATE RIGID PAVEMENT ABUTTING moo ego s °D� CONCRETE CORPORATE ENGINEERING c1 . - SUBBASE CONTROL JOINT DETAIL FLEXIBLE PAVEMENT OR GRAVEL � o �� _ � _ _ � _ ` 6" x 6" - W2.9 x W2.9 WWMBREAK WWM AT CONTROL MADISON, WISCONSIN NOT TO SCALE NOT TO SCALE #57 STONE W/ 8' MIN THICKNESS C5 f AND EXPANSION JOINTS WRAPPED IN GEOTEXTILE STONE EXTENDING FROM SIDEWALK o SUBBASE TO WEEP HOLE ------- o o `r GALV. STEEL GUARDRAIL 1 3/6'�, NOTE: Q 2'" DIA. WEEP _ O TEJ REQUIRED AT p o HOLE SPACED SEE ARCH. DRAWINGS BUILDING ADDITION `(�.� CONTROL JOINTS SPACED AT T TO 5' INTERVALS SHALL BE INTERSECTION OF PAVEMENTS - 3/4" no o� ^o�o AT 10'-0" OC y 2 3/4' y INSTALLED IN THE SIDEWALK CONCRETE TO FORM SQUARE CONC. PAVEMENT PANELS. EXPANSION JOINTS SHALL BE PLACED WHERE SIDEWALKS 2002 EXPANSION o o O ISOLATION JOINT ABUTT EXISTING STRUCTURES. SEE DETAIL 1 ON Z03 FOR JOINT DETAILS - _ T SEE JOINT SEE DETAIL -X X—F-.__ _-X—�X C SEAL DETAIL o o� p o • ` - �- r CONCRETE CA P R I S U N WWF HOLD BACK _ SEE DETAIL LOADING DOCK 6 GUARDRAIL CONNECTION DETAIL 8 SIDEWALK DETAIL � • +. ... o _ _- - - _ _ - - \ 3" FROM JOINT 1 �`_• • •y NOT TO SCALE 202 Z04 NOT TO SCALE KRAFT FOODS INC. BUTT JOINT - __5' MIN t"DIAMETER, ,B"LONG - NON EXTRUDING JOINT FILLER STRIP WINCHESTER VIRGINIA DOWEL SPACE 12' CENTER TO CENTER. ONE END PAINTED AND OILED. THIICKENED-EDGE EXPANSION #7 BAR AT 12' OC CONSTRUCTION JOINT DETAIL JOINT (TEJ) DETAIL I BOX TO BEt/4' BELOW FINISH GRADE WARNING: NOT TO SCALE NOT TO SCALE 2'-0" 1'-6' T FINISH GRADE — This document is the property of the Kraft Foods Inc. Futher reproduction arxiror distribution - - /, OF BOX AND VALVE • 11L is prohibited without the express written perm!ssian of: Krefts Footle Inc.. Corporate Engineering, Madison, Wisconsin. Information on this document Is not to be altered except wRh the written (/ WATER' I'— approval of the individual whose seal appears hereon. All rights of designs or inventions are reserved. MI 001 3/4" PAVEMENT r 45 BAR AT 12" OC MIN) 4 f� I - SURFACE � I PAVEMENT i - T SURFACE '� T PAVEMENT "�•�'.•�� • • •• SURFACE �I,.�;., — POURED --.••POURED JOINT JOINT #7 BAR AT 12" OC - - I DROP LID EXTENSION .: SEALER SEALER #5 BAR AT 12' OC VALVE OX � SEPARATING-6' �( SEPARATING TAPE �- #7 BAR AT 12" OC j L BACKER MATERIAL TAPE / I L -- NON -EXTRUDING 3/4" ' INITIAL JT FILLER �(MIN� '-_- C =_ � _ 1 - S ORCNSERT UT •) 3/4" DETAIL B BRICKS T LU JOINT - DETAIL 5 RETAINING WALL VALVE - i TOP BOTTOM BOTTOM CONTROL JOINT EXPANSION JOINT Z22 Z23 SCALE: 1 "=1'-0" WATER MAIN (USE EITHER DETAIL A OR DETAIL B DETAIL NOTES: C � K 1. PROVIDE STEPPED FOOTING AND DOWEL W/ 05 BARS AT 12" OC INTO EXISTING COLUMN FOOTING. SEE STRUCTURAL DRAWINGS FOR STEPPED FOOTING DETAIL. +/- 20' +/- 20' �! SEE PLANS CONTRACTION JOINT STANDARD BASE WIDE BASE ' OY- NOTES: J X o 1. VALVE BOX BASES SHALL BE SIZED AND INSTALLED SO THAT VALVE BOX J G ° 00 -y CAN NOT TRANSFER LOADS TO VALVES. PLACE BASE ON BRICKS. 0 r, v\lam �1t 'J� - _ uCL'J2. VALVE BOX SHALL BE ADJUSTED TO FINISHED GRADE TO ALLOW FUTURE - - #6 BARS 10" OC 6'ADJUSTMENT UP OR DOWN. BOTH WAYS 3. VALVE BOXES SHALL BE CAST IRON OR COMBINATION OF P,V.C. AND CAST TOP AND BOTTOM / / ` IRON SCREW TYPE WITH 5-1/4' SHAFT BY TYLER PIPE, GENERAL ENGINEERING OR EQUAL. 4X4 - W4.5XW4.5 APPROVED WWF SUBGRADE 8" PORTLAND CEMENT - vs��oo ROADWAY VALVE BOX 685�4 - i'� . CONCRETE PAVEMENT �---- �----------------- B Z22 Z23 cr` 6" CRUSHED AGGREGATE r B / / NOT TO c.,�,ALE I VDOT 21-A EX. TOP, FRAME AND COVER I TO BE REMOVED �---------------------i- 8 -6 PROVIDE HEAVY DUTY, REINFORCED CONCRETE 1' - - -� — TRUCK PAVING WHERE SHOWN ON THE DRAWINGS AS FOLLOWS: I EXISTING RISER UNIT I DIA. I TO BE REPLACED OR ; DeYeL I DETA& 2 �,r� 3 8' THICK CONCRETE WITH CONTROL JOINTS ON 20' CENTERS BOTH WAYS, TRIMMED TO ACCOMMODATE 1 1 4 l EXPANSION JOINTS WHERE SLAB ABUTS STRUCTURES, JOINTS --- NEW SLAB TOP ELEVATION REINFORCED WITH 4X4 - W4.5XW4.5 WWF, SEE NOTE 1 ' S tI AND AT LEAST 6' OF VDOT 21-A AGGREGATE SUBBASE a� - - - - - - - i (2) ADDITIONAL s A - A MY COMPACTED TO MIN. 95% STANDARD PROCTOR (ASTM D698). #6 BARS �. u •)•{ 3G 6 � ' � �, EX 5'-0" DIA BASE UNIT I I 6* DIAGONALLY —�I I I -a— AROUND OPENING E r--- /C_-`\ ---i i TOP AND BOTTOM �,s H H I FLAT SLAB TOP 1 CONCRETE PAVEMENT 'l' �'I�'I�_ 222 Z23 I �%��'=�ti� r't � �'�•�i I _ NOT TO SCALE ;; ; ;�,; �, r �'�(SHOWN WITHOUT FRAME & COVER) s-0 DIA. J GENERAL CIVIL NOTES -, NEENAH 6078 - «1''_'% FRAME AND COVER ¢ 1. VDOT DETAILS CAN BE FOUND AT: W/ SELF SEALING OPTION ` GE*TEtW g F � 1 http://www.vdot.state.va.us/LocDes/Electronic%20Pubs/2001%2OStandards/standards.htm AND WATERTIGHT PICKHOLE FtM3N0 £ C i sEcTtloN ��+ $eCr� k->> �� ,�-,� SECTION VIEW W7_3 'A' OD 'A' PROVIDE NEOPRENE GASKET BACKFILL SHALL BE "� ' ' IF EXISTING RISER IS CUT T L �` • . �� ;,� BETWEEN SLAB TOP AND RISER NOTE IN ACCORDANCE WITH NOTES: OR- _,� ys L .a3 etc LR .w+«+ws wv1*o� s W To QUVVM � �■o*t SPECIFICATIONS " CONSTRUCT JOINT IN ACCORDANCE 5 � s %K GUTS ° m 1. THE MANUFACTURER SHALL FORM THE MALE OR FEMALE ENDS OF THE TOP SLAB JOINT 2 CL. x as MT SEC4+dIt1[ 12001 nBtlutA AEtal� EMOIe C41fiM� 9iM3E _ TO MATCH THE EXISTING BASE RING. THE JOINTS SHALL BE SEALED BY THE CONTRACTOR EX RISER WITH NOTE 1 IF A NEW RISER IS USED , .dt F.a..AL OR E.t�t�o+ 15 �ssa � F-Pas.Ca�TAW4 93 - 1.5' HOT ASPHALTIC CONCRETE $ AND MADE WATERTIGHT USING ( WHERE APPLICABLE) MORTAR, RUBBER O-RING ..X TO E + A+�-�E V17N CET 2 sO.e SURFACE SM 12--5A GASKETS MEETING ASTM C361 AND C 443 OR FLEXIBLE PLASTIC GASKETS MEETING _ - _ - _ - - _ _ _ - _ _ CMVDGaE FAM TO E M6=A" DroER M.L EDOMS C� STONE MHOMMF AASHTO M 198 TYPE B. F. BEDDING MATERIAL { 2. LIFT HOLES OR LIFT EYES SHALL BE PROVIDED FOR HANDLING. C&Msib ' x W Fps �[Av1 ��*+ 4' BASE MIX FLAT SLAB TOP o PERMIT REVISIONS 3/29/02 BM-25.O cio�c E'er B 100% ISSUED FOR PERMIT 3/08/02 �10" CRUSHED AGGREGATE �w OfKK A 60% SUBMITTAL 2/27/02 Y 0 0 o Oo BASE TYPE 1, 21-B ECA b- COMPACTED TO 95% NON -PLASTIC PIPEK'q �+��+ y�� .JCI.TM\ B� REV NLM!8FA DESCRIPT qN DATE - - �- STANDARD PROCTOR SANITARY SLAB TOP I REVISIONS ENS202 Z04 NOT TO SCALE E SUBGRADE COMPACTED TO PIPE MAXIMUM VDOT EC1 KRAFT FOODS INC. 95% STANDARD PROCTOR DIAMETER 'A' >>.+ STONE rOR EROSION CONTROL 114.01 KRAFT CORPORATE ENGINEERING E DENSITY. D �4 MADISON, WISCONSIN 24' &UNDER 12' �� MTt* �.TA�o.1 y4o1 OVER 24' 18' -- - - __ - - -- -- I YAWN-1 ASPHALTIC CONCRETE - -- � '' Washington AS MAINILINE K'2 PAVEMENT SECTIONK3N�TRENCHING AND BEDDING >< •=STREET APPROACH SAME Industrial/Process A� R�OADWAY� 1�7 9790 PATUXENT WOODS DRIVE, SUITE C PHONE: (410) 423-2500 MADRUS TO DE AS M+ 1 S M IT9i Ndr AriEGST of besT : KAE WN ON PLANS) I C 1 C COLUMBIA, MARYLAND 21046 FAX: (410 423-2570 ) IRAOMJS TO E AS 'M PSI IF P4Xt'XST. WORK ORDER: 25354 KRAFT CONTRACT NUMBER: Z22 Z23 NOT TO SCALE Z22 Z23 NOT TO SCALE I sT�o cc•12 � ..-� �� caMMeru SHOWN � PLANS) 8 � ao�E m � �.A..i•S ,� r c.cT � �,,� D `J cuRa Af0 cuT / abrara0 d CM S Gal IM vem ..� (`- (sT•o. cc 6) '' rT ` — ` _ dc Frr� F� AS �� CM OF i WASHINGTON SIGNATURES 30' LIGHT POLE-------r �� °U'�'I• j I I ti CL .,-.•;- �•�: �• ,•►. .• DEPARTMENT CIVIL RECTJRAL STRUCTURAL MECHANICAL ELECTRICAL P.E. MANA.pER BASE PLATE SEE ELEC DWGS 4• SIDEWALK I , _ — ii ; I a - o(F-S) �,• • ►. ►• —OrE; ?�f IO�iT011 i8 NmALs OPTIONAL 6 coNcaETE +� OUTTFJi 606T14iTED s`MiAlEL 1' CHAMFER TYP - 3/4" NON -SHRINK GROUT --- N FLOW L.amm Cr Tilt PAVC11110". --�-+�— J� 4 sCSIO DATE EXPANSION JOINT a ExPANS10N JOINT 4. M Qi� Ibl! ff c15� W£6 _ _ _ _ A "J Idrie r srem s s6 ri/ to �- NOTE� WOTM le 2'•0- OR AS w' W�fi1ME ROADWAY SECTION C-C � r a ON � �s'`a � WU OQ LEA N DEyEIOIEQ 11�1 i SLBW&* SHOWN ON TYPICAL SECTION. UKA2 r IYYl V=z = MC PLAN VIEW KRAFT RELEASE FOR CONSTRUCTION IIVII III C II It It A C ■ CONSTRUCT GRACE CHMKXS MTN A PAR/I�1C CURVE. A/KRAFT/PE/PM A KR4FT PEBDE A/KRAFT/PE/CSM I I,_` I I i t THE 2' 6' ® E TURNING ENTRANCE M OF I [-T I t_ ► I - I I=1I 1= - -- (4) 1 " DIA ANCHOR BOLTS to' PA tiom c CURVE TRtUCI( TR/FFIC. TIE DEPTH FOR soE:wx a rile T-r - ` R/�S WIi)Ws L�MTS OF TIE RAtiSHOULD BE - p _ —; 1 i I a MAX INCREASED TO 7-- (4) 1" DIA COORDINATE WITH LIGHT EDGE of SHOULDER OR CHANCE _ _ D - r DRAWING TITLE OPTIONAL FLOW I /E ® 75 tMEN ST O. CG-)16 USED FOR ENTRANCES BUILT d • d - t b - + b ANCHOR BOLTS - I t ►I I t POLE MANUFACTURER MAft■E ROADWAY ` " — — — — — — — — — D COILRINCTION WITH VOOT PROECTS PIE/ A f NOTE THE FOLLOWtNp I I I I I I I IN SLOPE CHANGE TO THE R/W LINE CEXCEPT ANY SUBCRADE DETAILS XX. WWl1E PAVEMENT SHALL BE CONI TRUCTED - j-----"--- --- T y MMI 40• 1N FOR STREET D STABILIZATION REQUIRED cDRFDR MAINLINE MTTIC B Lbw K comiAuttvb tO �D 0 OESR/IEEE FOR PAVEMENT WMRI CAN BE OMITTED IN R�141 10 TW SIME er / — THE "MCC) 6- 7 r 511BIIg CdagS PROVIDE . SECTION A - A r �~ P' T' KRAFT PROJECT NO DRAWING SCALE PHASE B LIGHT ' ®RAaAI c1IRe oR caleMAnar CURER Is I+f;aAPEl, 1' PVC / O O AND GUTTER SHLL NOT BE CONSTRUCTED CC CONDUIT POLE 12"x12"xi' GUIDELINES FOR GRADE CHANGED BEYOND THE R/W LANE EXCEPT FOR Ts �� T RE CtPeCRETE WN 1701 L. STEEL BASE PLATE REPLACEMENT PURPOSES, T T.E a�iMa.e of T.E oosaPMOR 1'=50' CONCEPT 3G% O eo% ID ep , ■ 1 WX O RN AL TYP � ' - - • � WHEN USED M COILIlIGT1011 WITH STANDING CADD FILE NAME CADD PLOT SCALE J ENTRANCE VOLUME DESIRABLE MAItiR1Y STTW CURB FACE ON TM AINIDA 1p�IS- TO E ADJUSTED TO MATCH TI E GROUND CONCRETE FOOTING (8) #9 BAR AROUND \ CONDUCTOR I+cH MORE THAN )soo VPO) o z 3 z MOUNTABLE cups CO1F1pURATgN. PERIMETER - #3 TIE SEE ELEC DWGS .•` G 3/8/02 sF� srAlvDAao cc-12 FOR asMe aAM� DESIGN �yT itLTH O�>1ks DATE SHEET NUMBER MEDIUM (500-1500 VPO) S 3 X a i TO E USED WITH THIS STANOMM AT 12' OC A FLOW LINE Is REQUIRED TO PROVIDE POSiT1'IE LOW (LESS THAN 500 VPO) sax a t )K PLAINS ARE TO ■ DICATE M" CONSTRUCTION OF TYP ORUWUI(E ACROSS THE ENTRAtNCE .� to .7 BASE DETAIL BASE PLAN OFT)aN� FLOWLIE MAY IEULsW W,F(Puc OF A DRAWN BY PORTION OF GUTTER TO PRECLUDE PO/QIC OF WATER CHECKED BY Z23 FOAM 4 TYPICAL LIGHT POLE BASE DETAIL SPECIFICATION, METHOD of TREATMENT- V0OTCG11 VDOTCG6 �,// PROJECT NUMBER Z22 Z23 CONNECTION FOR STREET INTERSECTIONS 203.04 COMBINATION fs CURB & GUTTER 201.03 "25384 NOT TO SCALE S02 AND COMMERCIAL ENTRANCES 7P; Y'�" °�"("{" aF AIM+ •�T+u■�1 ,o.m'-'rr02 CLASSIFICATION: VOW~ OEPARTIENT Of iRNISPORTAT10N COMPANY PRIVATE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 1 2 3 4 1 5 1 6 7 1 8 1 9 1 10 1 11 1 12 13 1 14 15 1 16 1 17 Q NEENAH 1743 FRAME AND COVER FINISHED GRADE W/ SELF SEALING OPTION. PROVIDE NEOPRENE GASKET TRANSITION REQUIREMENT 8" 24" 8„ BETWEEN FRAME AND TRANSITION. 12 INCHES MAXIMUM, TRANSITIONS FRAMES TO BE BOLTED TO TRANSITION. TO BE BOLTED TO MANHOLE 6'4" a ° TYPICAL MANHOLE Z STEP -SEE NOTES P ABOVE 0 FIRST STEP NOT TO EXCEED 24" L" FROM TOP OF MANHOLE APPLY BITUMINOUS SEALANT TO EXTERIOR OF MANHOLE INCLUDING TRANSITION FLEXIBLE GASKET JOINT • 48" FLEXIBLE Z GASKET CONNECTOR 0 O N BENCH 1ST. RISER MONOLITHIC WITH BASE 2'-6" MIN. CHANNEL LINING 4" 4" MIN MANHOLE BASE TO BE BACKFILL EXCAVATION BELOW BEDDED IN 6" MINIMUM � GRANULAR BEDDING ON PIPE WITH GRANULAR BEDDING o0 0 ° FIRM GRANULAR SUBGB D D NG O N TO TOP OF PIPE o ° 0 0 0 , CO C33/067 CRUSHED o 00 0 o STONE OF GRADE WASHED 0 000 0 5" CLR oo o GRAVER. PRECAST BASE REINFORCED WITHo o� o #4 @ 12' C/C EACH WAY A. MANHOLE STEPS SHALL BE MINIMUM 12" WIDE AND SPACED 12" WITH + 1' TOLERANCE, CENTER TO CENTE=1, IN VERTICAL ALIGNMENT AND ALIGN WITH BENCH. B. EMBED STEPS MINIMUM 3' WITH A MINIMUM PROJECTION OF 5'. C. INSTALL BOTTOM STEP MINIMUM 5" AND MAXIMUM 16 ABOVE BENCH. THIS STEP MAY BE INSTALLED AT POINT OF MANUFACTURE BY DRILLING HOLES OF MINIMUM 1 DIAMETER AND M 3' DEEP ON INSIDE OF MANHOLE, AND FILL VOID WITH NON -SHRINK GROUT. STEPS SHALL BE ALUMIMUM OF REINFORCED PVC. NOTE: MANHOLE 1. PROVIDE LIFTING HOLES OR DEVICES FOR ALL PRECAST SECTIONS. HOLE COMPLETELY THRU WALLS SHALL BE PLUGGED W/NEOPRENE OF RUBBER PLUG INSERTS, MORTARED FLUSH ON EACH SIDE OF WALL WITH NON -SHRINK GROUT. HOLES NOT COMPLETELY THRU WALL SHALL BE FILLED FLUCH WITH WALL WITH NON -SHRINK GROUT. MINIMUM OF 4000 PSI CONCRETE SHALL BE USED FOR PRECAST CONSTRUCTION. 2. UNLESS OTHERWISE NOTED, MAXIMUM DEPTH OF MANHOLE SHALL BE 16-0". 3. PROVIDE FLEXIBLE GASKET CONNECTOR BETWEEN PIPE AND MANHOLE. 4. GRADE OF PIPE ENTERING OF LEAVING MANHOLE SHALL NOT EXCEED 10%. L 5. MINIMUM HEIGHT OF RISERS = V-0". NO MORE THAN ONE V-0" RISERS IS PERMITTED ON EACH MANHOLE. 6. MAXIMUM SIZE PIPE TO BE USED WITH 48" DIAMETER MANHOLE IS 24" PRECAST SANITARY MANHOLE 2 J it G F E u C �1 222 1 q4 NOT TO SCALE �i �' \\ rr-,D- Mom•--� 112: 9 A / CONs TM JOINT CROSSWALK ��l L7 L 13 ago > 1 6' ~" CROSSWALK I A TANGENT PLAN TYPICAL PLACEMENT AT INTERSECTION ® 7- WHERE STD. WITHIN CROSSWALK CG-3 CG-7 IS USED. s•-a• NOTES h STD. CG-2 THIS DESIGN INCORCIPORATES A RAID. FLOOR AT BOTTOM OF TWO SLOPING 90ES WITH UO- X( Or IWOLM STD. CG-2 �a" OR CG-6 DIMENSIONS. PLACEMENT OF DR/WAGE STRUCTURES IS CRITICAL. OR CZ-6 CURB RAP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 F FWCAST) WNTH SLIP RESISTANT INTEGRAL 20 + 1 48 : 1 MAX. DETECTABLE WNW" SURFACE COVERING THE ENTIRE WOTH OF THE RAMP FLOOR (RAP FLOOR WAY BE a•.;a• ,v.:v.:a .:a•.:a•.;a..;. .:a -.:'a .:a-,. 4. PRECAST OR CAST N PLACE). THE DETECTABLE WANING SHALL BE Pi(OtlIOEO BY AN EAPOSED AGGREGATE ;'►.;•►.;'r ••r ; ►..'•._'►. '•.:•..tom- :•.-:w 'o;'�' T FNNSH. RAP SHALL NOT EXCEED A HAMM SLOPE OF 12rL r SLOPS SIDES OF CURB, RAP WAY BE POURED IAONOL1IH ICA,1Y WITH RAP FLOM OR BY 196 PEMSSBLE CONSTROCTION JOINT INTH REQUIRED BARS. SECTION A -A s�RSP� BE �TIIN � �ws�T BEPROVIDED�Ta� FB�s�� Ft� •S OOWELS.B' LONG a Ir C-C PEKE BE CLASS A-4. OPE 12 1 CONST. JOINT REQUIRED BARS AA RE TO BE NO. S X a' PLACED rCENTER TO CENTER OW BOTH SIDES OF THE RAP YAX0lU1 FLOOR MID-1EPTH OF RAP FLOCK MNIMUMI CONCRETE COVET( rfi!'. Q1RID RAPS WILL BE MEASURED AO PAD FOR AT THE CONTRACT UNIT PAeCES FOR HYDRAULIC CEIENT . ,. CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE-N-PLACE. CURB/CURB AND GUTTER SLOPE TRN49TIMG AOJACENT TO TO CURB RAMPS ARE NaIIDED N PATIENT SECTION B-B FOR cuB/CLRB Ao GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7. THE C1RB FACE ON THIS STANDAID IS TO BE ADJUSTED TO MATCH THE IICxNTABLE CUB AO CONFIGURATION. LIMITS OF EXPOSED AGGREGATE SIDEWALK CUTS RAPS ARE TO BE LOCATED AC; SHOWN ON THE PLANS OR AS OTRECTED BY THE EMGINEEW THEY ARE TO BE PROVIDED AT INTERSECTIONS W 13EVER AN AiCCESSABLE MMTE ■ WITHIN THE NIGHT OF WAY OF A NIi(rAT FACILITY CROSSES A CURB REGARDLESS OF W ETHEII StIDEWAX 6 ENSTNC. ® ACCESSIBLE ROUTE IS DEFIED AS A CONTINUOUS PROPOSM OR NONEXISTENT. THEY MWST BE LOCATED WLTHN PEOESTRIIN QOSSWAJ(S AS SHOWN ON PANS UNOBSTRUCTED STABLE. FIRM M'b SILP RESISTANT OR AS DIRECTED BY THE ENGINEER, ARID 94MLO NOT BE LOCATED BEFWD VEHICLE STOP LINES PATH CONIECTg(G ILL ACCESSIBE ELEMENTS OF A EXISTING LIGHT POLES. FWE HYDRAWT3, DROP INLETS, ETC. R.L ALSO AFFECT PLACEMENT. FACtLITT THAT CAN BE APPROACHED. ENTERED NO USED BY PERSONS WITH MOWTY aPAWM"M PARALLEL CURB RAMP VDOT CG12B ,CAS (ACCESS FOR MOBILITY IMPAIRMENTS) 203.06 502 VRGINIA DEPARTMENT OF TRANSPORTATION 20TOa NOTES: 1. SIGNS TO BE IN ACCORDANCE WITH DOT M.U.T.C.D. MANUAL 2. SIGN TO BE INSTALLED IN ACCORDANCE WITH VDOT STD DETAIL WSP-1, SEE DETAIL SSP-VA FOR MOUNTING HEIGHTS 3. SIGN TO BE30"X30' r 2 -� R5-1 DO NOT ENTER SIGN 2221 Z24 NOT TO SCALE 0.1524 FILTER CLOTH 0.914 (OPTIONAL) (DOWNSTREAM VIEW V DOT #1 _ COARSE AGGREGATE - FLOWS 0.914 i { r 0.81 HECTARES (2 ACRES) OR LESS OF DRAINAGE AREA I - - 0.1524 �� 5 I FILTER CLOTH - �� ° �u� -0.914 (OPTIONAL) ` J��45n��'-fo (DOWNSTREAM VIEW) V DOT #1 COARSE AGGREGATE----_ sc°L "o FLOW&J 0.914 CLASS I RIPRAP 0.814.05 HECTARES (2-10) ACRES OF DRAINAGE AREA REMOVAL OF PRACTICE UN, USS THEY WILL BE .INCORPORATED INTO A PER.MANEN'T STORIIWATER MANAGEMENT CONTROL, CHECK DAMS MUST BE REMOVED WHEN THEIR USEFUL LIFE HAS BEEN COMPLETED. N TEMPORARY DITCHES AND SWALES, CHECK DAMS SHOULD BE REMOVED AND THE DITCH FILLED N WHEN THEY ARE NO LONGER NEEDED. IN PERMANENT STRUCTURES, CHECK DAMS SHOULD BE REMOVED WHEN A PERMANENT LINING CAN BE INSTALLED. N THE CASE OF GRASS LINED DITCHES, CHECK DAMS SHOULD BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHOULD BE SEEDED AND MULCHED IMMEDIATELY AFTER THEY ARE REMOVED. THE USE OF THE FILTER CLOTH UNDERNEATH THE STONE WILL MAKE THE REMOVAL OF THE STONE EASIER. MAINTENANCE CHECK DAMS SHOULD BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH RLNOFF-PRODUCLNG STORM EVENT. SEDIMENT SHOULD BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL HEIGHT OF THE MEASURE. REGULAR INSPECTIONS SHOULD BE MADE TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. EROSION CAUSED BY HIGH FLOWS AROUND THE EDGES OF THE DAM SHOULD BE CORRECTED LMMEDLATELY. STANDARD SYMBOL: =-I' �♦ , ROCK CHECK DAM CD 22.0 MN. 1000 150 � 5:1 /1- EX PAVEMENT MOUNTABLE BERM FILTER CLOTH (OPTIONAL) EX GROUND SIDE ELEVATION WASHI CK EX PAVEMENT (OPTIONAL) �A 22.0 MIN. B B nl III 3000 15 MIN. 1=III=III �A VDOT #1 COARSE 1 AGGREGATE POSITIVE DRAINAGE TO SEDIMENT • MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS OPERATION. PLAN VIEW 3600 MIN. 75 MIN. - FILTER CLOTH SECTION A -A 2" MN. REINFORCED CONCRETE ;411.ASPACE SECTION B-B CONSTRUCTION SPECIFICATIONS THE AREA OF THE ENTRANCE MUST BE EXCAVATED A MINIMUM OF 75 AND MUST BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERLAL. THE FILTER FABRIC LNDERL11 ER WILL THEN BE PLACED THE FULL WIDTH AND LENGTH OF THE ENTRANCE. ON PAVED AREAS, PLACE FILTER FABRIC ON PAVEMENT, NO EXCAVATION REQUIRED. FOLLOWING THE INSTALLATION OF THE FILTER CLOTH, THE STONE SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. IF WASH RACKS ARE USED,THEY SHOULD BE INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. A1NT DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CON- STRUCTED ACCORDING TO SPECIFICATIONS, CONVEYANCE OF SURFACE WATER UNDER ENTRANCE, THROUGH CULVERTS, SHALL BE PROVIDED AS REQUIRED, IF SUCH CONVEYANCE IS IMPOSSIBLE, THE CONSTRUCTION OF A 'MOUNTABLE' BERM WITH 1V.5H SLOPES WILL BE PERMITTED. THE FILTER CLOTH UTILIZED SHALL BE A WOVEN OR NONWOVEN FABRIC CON- SISTLNG ONLY OF CONTINUOUS CHAIN POLYMERIC F71AMEA7S OR YARNS OF POLYESTER. THE FABRIC SHALL BE INERT TO COMMONLY ENCOUNTERED CHEMICALS AND HYDROCARBONS, BE MILDEW AND ROT RESISTANT, AND CON- FORM TO THE PHYSICAL PROPERTIES NOTED IN TABLE 3.02-A MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 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 ANLbOR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERLALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED OR TRACKED ONTO ROAD- WAYS WILL NOT BE PERMITTED UNDER AAT CIRCUMSTANCES. STANDARD SYMBOL. C.E. STONE CONSTRUCTION ENTRANC Fry n ) NOTE: STRAW BALES MAY BE USED INLIEU OF FABRIC AROUND CATCH BASINS. BALES SILALL BE IMBEDDED 100 INTO GROUND AND SECURELY STAND IN PLACE. 25 x 50 WOOD POSTS 900 LONG Cu 900 0/C CATCH BASIN PLAN - nT�nren nn nennlC 375 - 450 �TTT� FABRIC TO GROUND SECTION CONSTRUCTION SPECIFICATIONS 1. SILT FENCE SHALL CONFIRM TO THE PHYSICAL PROPERTIES INDICATED IN TABLE 3.05B OF THE VESCH. 2. FRAME WITH 50 X 100 WOOD STRIPS AROUND THE CREST OF THE OVERFLOW AREA AT A MAXIMUM OF 450 ABOVE THE TOP OF 'THE INLET. 3. FASTEN FABRIC SECURITY BY STAPLES OR WIRE TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE. CATCH BASIN PROTECTIO CBP 1. SET POSTS AND EXCAVATE A 100 x 100 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE LLNNE THE POSTS. OF POSTS. 1800 MAX 12 12 A.W. MESH SPACING �.---.� GAUGE MIN. 150 MAX STEEL OR WOOD 100 POST -IMBED 1000 - 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRE.NC 1. EXTENSION OF FABRIC AND WIRE INTO THE T,3ENCH. WIRE FILTER FABRI GROUND LINE STANDARD SYMBOL• -S S S- INSTALLATION 1. THE HEIGHT OF A SILT FENCE SHALL BE A MINIMUM OF 400 ABOVE THE ORIGINAL GROUND SURFACE AND SHALL NOT EXCEED 850 ABOVE GROUND ELEVATION. 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE UNAVOIDABLE, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MEVIMLm 150 OVERLAP, AND SECURELY SEALED. 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 100 WIDE AND 100 DEEP ON THE UPSLOPE SIDE OF THE PROPOSED LOCATION OF THE MEASURE. 4. WHEN WIRE SUPPORT IS USED, STANDARD STRENGTH FILTER CLOTH MAY BE USED. POSTS FOR THIS TYPE OF INSTALLATION SHALL BE PLACED A MAXIMUM OF 3000 APART (SEE PLATE 3.05-1). THE WIRE MESH FENCE MUST BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POST USING HEAVY DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A M5IMb3l OF 50 AND SHALL NOT EXTEND MORE THAN 850 ABOVE THE, ORIGINAL GROUND SURFACE. THE STANDARD -STRENGTH FABRIC SHALL BE STAPLED OR WIRED TO THE WIRE FENCE, AND 200 OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 5. WHEN WIRE SUPPORT IS NOT USED, EXTRA -STRENGTH FILTER CLOTH SHALL BE USED. POSTS FOR THIS TYPE OF FABRIC SHALL BE PLACED A MAX1JfU,ff OF 1800 APART (SEE PLATE 3.05-2). THE FILTER FABRIC SHALL BE1,ASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING 25 LONG (MINIMUM) HEAVY-DUTY WIRE STAPLES OR TIE WIRES AND 200 OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT BE STAPLED LNN70 EXISTING TREES. THIS METHOD OF INSTALLATION HAS BEEN FOUND TO BE MORE COMMONPLACE THAN #4. 6. IF A SILT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH LLNE OR SWALE, THAT 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 APPLICATION WITH A MAXIMUM 900 SPACING OF POSTS. ALL OTHER. LNSTALLATION REQLTREMENTS NOTED IN #5 APPLY. 7. THE 100 BY 100 TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTE.; 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 PERMANENTLY STABILIZED. MAINTENANCE 1. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST LILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY, 2, CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM F.ND RUNS AND UNDERCUTTING. 3. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE :NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 4, SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXLIATELY ONE-HALF THE HEIGHT OF THE BARRIER. 5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED. TEMPORARY SILT FENCEs KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN BUILDING ADDITION 2002 EXPANSION CAPRI SUN 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 permzsion of: Krafts Foods Inc., Corporate Engineering, Madison, Wisconsin. Irdormatlon on this document is not to be altered except wMh the written approval of the individual whose seal appears hereon. All rights of designs or inventions are reserved. GENERAL CIVIL NOTES 1. VDOT DETAILS CAN BE FOUND AT: http://www.vdot.state.Va.us/LocDes/Electronic%20Pubs/2001 %20Standards/standards,htm U 1 100% PERMIT REVISIONS 3/29/02 B 100% ISSUED FOR PERMIT 3/08/02 A 60% SUBMITTAL 2/27/02 REV NUMBER DESCRIPTKA 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 CIVIL fTECTJRAL STRUCTURAL MECHANICAL ELECTRICAL P.E. MANAGER INMALS DATE KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM ANRAFT PE/BDE A/KRAFT/PE/CSM DRAWING TITLE DETAILS KRAFT PROJECT NO DRAWING SCALE PHASE WIN 1701 1'=50' CADD FILE NAME CADD PLOT SCALE CONCEPT ❑30% ❑ A0% ❑8o% M 700% ❑ FlN°L "4 c,pL -7-1 pA� � �R DATE SHEET NUMBER x 3/6/02 DRAWN BY o Q Y CHECKED BY RGA1b1 Z24 PROJECT NUMBER 25384 CLASSIFICATION: COMPANY PRIVATE 6 n 7 E'3 �61 10 12 13 14 15 16 I 17 1 18 a PROJECT LOCATION FREDERICK COUNTY - r 1 VIRGINIA KRAFT FOODS MAD SON, W SITE PLAN FOR KRAFT FOODS CAPRI-SUN N BUILDING ADDITION - 2002 EXPANSION FREDERICK COUNTY, VIRGINIA ISSUED FOR PERMIT - MARCH 8, 2002 REVISED: 3/29/02 INDEX OF DRAWINGS DESCRIPTION SITE ORIENTATION PLAN.............................................................................................. DEMOLITION, ROUGHGRADING, EROSION & SEDIMENT CONTROL PLAN ............. SITEPLAN........................................................................................................................ DETAILS........................................................................................................................... EROSION & SEDIMENT CONTROL DETAILS................................................................ OWNER AND DEVELOPER: E AFT D KRAFT FOODS, INC. 220 PARK CENTER DRIVE WINCHESTER, VIRGINIA 22603 CONTACT: MICHAEL GAINES PH: (540) 678-0442 FX: (540) 545-8942 DRAWING NO. ARCHITECT AND ENGINEER: C01 Z21 Z22 Z23 Z24 " Washington Industrial/Prbcess WASHINGTON GROUP INTERNATIONAL, INC. 9790 PATUXENT WOODS DRIVE, SUITE C PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21046-2900 FAX: (410) 423-2570 '1 RE t7-ivt- iil�tl�l3 rii i /00 c ' Approved by the Zoning Administrator c��, Zoning Administrator Signature Note: Site plan is valid for 5 years from the date of approval. , STCF_WALL 01 STRICT L1NE�� 06 -01-(7 Date r Ilk 1 !V ,� S 1TE�` 4 r 3 VICINITY MAP t' = 2000' 03�0� 1 12 3 4 5 6 7 8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 I 18 KRAFT IN x I M 0 K J H --- _-- -----•-•--.._.._. .._.._...s�TA. -_ +�sq.�_= _.._.._.._.._.._.._.._..� ••-..._.._.._.._._._.._.._._..-•--•--.-•--•._ -.._.._.._.._.._.._.._.._.._.._.._..--•-•--.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..__.._.._.._.._.._.._.._..�.� .........a` --•-----._-.-•-_ ...... �.1Ia.Li .&r.._. •I I 'll I � --r - --- -METAL e 1 0 • oOUG aago • 000aoaooggQoo op�oq�o�oaa��sc�ooaao FF� VACATED RROPERTY LINT 1 � '------• I I I G I I I I EX. BUILDING E I U I h r-I-T-F7-T7-I-7-1--I-7-r-� ' ,I - • i i i i i i i i J i i i i i li i i �� I I� � �I I LOADING BAYS' ( -' / CANOPY PUM\ 1 1 1 1 1 I I I a rX (65) I HOUSE I I VACANT 12 i I SDP 03-02 : e e I A• I 43 ((A) , 3E `^I I ZONED M-, II -�} /V9 .40 I \----- - - - - -- /�� ! I PLANT 11 • ddam- i V II BLIILOING I --- l� A00/T/ON. REFER I- �� / TO SITE DEVELOPMENT I -----�-------�--- J---- I w 3:7- 01 I- -- -------J---- ---_j - -- i TEMPORARY TRA/LER DARK/NG B&ILOING 400/T/0/V- MANUFACTURING I I b SPACES </2'x65'> REFEF? TO SITE \ ZONED )) I _ _---�-_-- --- -------�---- --- ; I 4n I 54 c(AI, 36H - - - . z I THAT SHOWN ON OEV,LOPMENT _ _ _ _ _ _ _ _ _ I SITE DEVELOPMENT PLAN ""/4-00 PLAN **03-02 $ w I I7 1 I BL/LO/IVG ' 400I7-/01AV. REFER �-- ---I --- --- --- �--- - - : d STE OEI �� _- o I eee.e- O /VELO/�MENT T • _ 1"LAN `0/-0/ VACANT i I ONED M-1 - �' EXIST. ASPHALT PAVING ZI 54 ((A)) 36G (OWNED BY KRAFT GENERAL FOODS) 45 /40' - -- -- + �I��-- I -T- - T - i 1 --- --- --- --- ----I Z --- ---- -- �4mi ' I I I { 400/7_/0N. REFER B!J/LO/IVG I _ TO S/ A OEV� L�� MEn.'T 7-0 S\ ET OE ELO ME/VT �- - { PLA/V "'S2-99 I--- �p'� � i C 8 LOADING BAYS �t- -- ---- ------ - REMOVED EX. BU^ILDING LINE ---- --LrI -- ---- - -- _(2 r} --- - I I I �I T /T t 2 EXI I ! 2 PROPOSED LOADING BAYS REFER o S E I, ADING S OEVELOl�MENT PLAN 1 � lit I \ I (12'X 65') �LO (12 X 6 --1 U. � I I ' GREEN 6At' PAC f BUILDING ADDITION N I w! +I I I ZONED AD) ' I 5 EXIST. LOADING BAYS FFE 690.00 • 5 EXIST. LOADING PAYS (12'X 65') 15,730 SF I ADo/T/oN. (12'X 65') �{ CH/LEER PAO I m.: ..r EXIST. CONCRETE PAVING ►- i i (8" CONC. ON 6" DGAB) I EX. BUILDING LINE 1 �------------------------------------ _----._-----------------7"RJII JI 7 C S E T B AC F' - -.+. .. •■--- 75' 6UILDiNG SETBACK ONE WAY TRAFFIC j I 65' 1 Q _ I- EXIST. ° EXISTING ENTRANCE T BE RELOCATED I TRUCK - r TRUCCK ?- � C O OC % , I EXIT t �% •_ENTRANCE:---•--.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..= :'_.._.:�:•w-•-��;.�:_.. ._.. .._..._ .----------.._ _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..- ----._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..--•-••-.._.._.._.._.._•._.._.. .._ _�. 4. - �- -- - - --- - -- - - - - - - << 17 _-- � 'AN6'E-SLIT '�`'� • �� '`_,_ �``�. - - WEST BROOKE ROAD (ROUTE 1320) �_._ ------- ------ -- --- -- -------- - - - - - - - -- -- - - _ _ __- _ ------------ - -- - - - - - - - --- POSTED SPEED=35 M.P.H. 395.53' 703.00' r VDOT G EN ERAL NOTES I 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 FEATUF ES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. 5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. 7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. FLOOR AREAS 1 SITE ORIENTATION PLAN SCALE: 1"=50' PARKING ANALYSIS 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) = PROPOSED MANUFACTURING WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN #03-02) = PROPOSED MANUFACTURING EXPANSION (PER THIS PLAN) _ GROSS FLOOR AREA = PROPOSED OUTDOOR EMPLOYEE BREAK AREA (PER SITE DEVELOPMENT PLAN #50-99)= TOTAL FLOOR AREA = FLOOR AREA RATIO 314,488 SF/(30 X 43560) 209,026 SF PARKING SPACES REQUIRED FOR MANUFACTURING SPACE PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: 8,727 SF 3 PARKING SPACES PER 4 EMPLOYEES ON THE MAXIMUM WORKING SHIFT. 2,312 SF NUMBER OF EMPLOYEES ON THE MAXIMUM WORKING SHIFT (EXISTING) 10,272 SF PER KRAFT FOODS = 114 (228 DURING SHIFT OVERLAPS) 9,371 SF ACCORDING TO KRAFT FOODS THE ADDITION TO THIS 2,560 SF WAREHOUSE SPACE WILL NOT ADD ANY EMPLOYEES PER WORKING SHIFT 37.940 SF TOTAL NUMBER OF EMPLOYEES PER WORKING SHIFT (EXISTING+PROPOSED)=114 (228 DURING SHIFT OVERLAPS) 17,216 SF NUMBER OF PARKING SPACES REQUIRED FOR MANUFACTURING = 86 15,730 SF (172 DURING SHIFT OVERLAPS) 313,154 SF PARKING SPACES REQUIRED FOR OFFICE SPACE PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: 1,334 SF 1 PARKING SPACE PER 250 SQ. FT. OF FLOOR AREA 314,488 SF EXISTING OFFICE AREA = 10,272 SQ. FT. 0.2407 PROPOSED OFFICE AREA (PER SITE DEVELOPMENT PLAN #50-99) = 9,371 SQ. FT. TOTAL OFFICE AREA = 19,643 SO. 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 1. PARCEL AREA: 30.00 ACRES 2. ZONING: M-1 3. USE: MANUFACTURING 4. PROPERTY IDENTIFICATION #: 54 ((A)) 36H AND 36G 5. MAGISTERIAL DISTRICT: STONEWALL) 6. BUILDING SETBACK REQUIREMENTS IN ZONING DISTRICT M-1 PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: -FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS = 75' -FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS = 75' -SIDE YARD SETBACK = 25' -REAR YARD SETBACK = 25' 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 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. 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'. 10. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. 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 WITH OWNER, WITH ADDITIONAL PLAN INFORMATION PROVIDED AS NECESSARY BY ENGINEER. 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 SIGNIFICANT ENVIRONMENTAL FEATURES. 15. ALL LIGHTING SHALL BE DIRECTED AWAY OR SHIELDED FROM ADJOINING PROPERTIES KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN BUILDING ADDITION 2002 EXPANSION CAPRI SUN 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 Footle 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: MICHAEL GAINES PH: 540 678-0442 FX: ((540) 545-8942 LOCATION PLAN SCALE: 1 " = 2000' GRAPHIC SCALE 50 0 50 100 SCALE: 1" = 50' C 100% PERMIT REVISIONS 3/29/02 B 100% ISSUED FOR PERMIT 3/08/02 A 60% SUBMITTAL 2/27/02 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 DEPARTMEIrr CIVIL mECTURAL STRUCTURAL MECHANICAL ELECTRICAL P.E. I MANAGER Nr'IALS DATE KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/ PE/PM I AAKRAFT'PEBDE I A/KRAFT/PE/CSM DRAWING TITLE SITE ORIENTATION PLAN KRAFT PROJECT NO DRAWING SCALE PHASE WN 1701 1 •=50' °"0`-PT 0 ❑ e0% ❑Ba% a 100% ❑ FINAL CADD FILE NAME CADD PLOT SCALE DATE SHEET NUMBER DRAWN BY CAM 0 CHECKED BY RAW %ifGr! L PROJECT NUMBER 2538a 7 CLASSIFICATION: COMPANY PRIVATE I x 01I M L 13 J 9 G F E 0 C 14 ri 1 1 2 I 3 I 4 I 5 11 1 12 1 13 I 14 15 1 16 1 17 1 18 2 3 0 1 C: 7 10 12 13 14 15 16 17 M i I I � I I � II I I iI V _ I -__---_--- ---------- -- -- - - - - - -- - --�------- I - 6 _-! 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SEE SHEET Z22 FOR NEW LOCATION. 2 REMOVE EXISTING RIP -RAP. RESET EXISTING INLET FRAME AND GRATE TO MEET THE GRADE OF THE NEW CONCRETE PAVING. REMOVE EXISTING RETAINING WALL AND STAIRS. V EXISTING LIGHT POLE TO BE RELOCATED. 4 SEE SHEET Z22 FOR NEW LOCATION. SEE ELECTRICAL PLANS FOR CIRCUITING. REMOVE EXISTING CONCRETE BASE. 5 EXISTING POST INDICATOR TO BE REMOVED AND REPLACED WITH A ROADWAY VALVE BOX. RETURN POST INDICATOR TO THE OWNER. 6 RESET EXISTING ROADWAY VALVE BOX TO TO MEET THE GRADE OF THE NEW PAVING. 7 REMOVE EXISTING CURB EXISTING FIRE HYDRANT TO BE RELOCATED. 8 SEE SHEET Z22 FOR NEW LOCATION. EXISTING HOT MIX ASPHALT PAVING TO BE REMOVED. y PAVING CAN REMAIN UNDER THE PROPOSED BUILDING, REMOVE AS REQUIRED FOR FOOTINGS. SAWCUT EDGES THAT WILL ABUT NEW PAVING. EXISTING CONCRETE PAVING TO BE REMOVED. PAVING 1 O CAN REMAIN UNDER THE PROPOSED BUILDING, IF CRACKED. REMOVE AS REQUIRED FOR FOOTINGS. SAWCUT EDGES THAT WILL ABUT NEW PAVING. 11 REMOVE EXISTING BUILDING, SEE ARCHITECTURAL DRAWINGS FOR DETAILS. 12 RESET EXISTING FRAME AND COVER. REMOVE EXISTING RAMP, SEE ARCHITECTURAL 13\ DRAWINGS FOR DETAILS. 14 > EXISTING BUILDING TO BE REMOVED BY OTHERS 15" REMOVE EXIS -ING CONCRETE RAMP AND SLAB, TRANSDUCER TO BE RELOCATED BY OTHERS TO A 16 POSITION APPROVED BY FREDERICK COUNTY SANITATION AUTHORITY (540) 665-5693 REMOVE EXISTING 6' DIAMETER MANHOLE TOP. 17 NEW MANHOLE TOP REQUIRED, SEE SHEET Z22, REMOVE FLARED END SECTION 18 REUSE ON EXTENDED PIPE. REMOVE RIGHT TURN DIRECTIONAL ARROWS 19 PAINTED IN THE DECEL LANE EAST OF THE RELOCATED ENTRANCE. GRAPHIC SCALE 20 10 0 20 40 SCALE. I" = 20' KRAFT KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN BUILDING ADDITION 2002 EXPANSION CAPRI SUN KRAFT FOODS INC. WINCHESTER, VIRGINIA WARNING: This document Is the property of the Krell Foods Inc. Futher reproduction ana'or distrlbutlon is prohibited without the express written permission of: Krafts Foods Inc., Corporate Engineering, Madison, Wisconsin. Information on this document Is not to be altered except with the written approval of the individual whose seal appears hereon. All rights of designs or inventions are reserved. GENERAL CIVIL NOTES 1. CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED AND SHALL PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK WILL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS AND CONTRACT SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION , VIRGINIA DEPARTMENT OF HEALTH, COUNTY OF FREDERICK, AND THE CONTRACT DOCUMENTS. MEASUREMENT AND PAYMENT CLAUSES DO NOT APPLY. 2. ANY DISCREPENCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS, AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES, WITHOUT CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE CONTRACTOR'S RISK. 3. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED PRIOR TO STARTING WORK AND SHALL ADHERE TO THE CONDITIONS IMPOSED. 4. EXISTING TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON FIELD SURVEY PERFORMED BY GREENWAY ENGINEERING, FEB 2002. EXISTING UTILITY INFORMATION IS BASED ON THAT SAME SURVEY AND INFORMATION OBTAINED FROM THE OWNER, AND SHALL BE CONSIDERED APPROXIMATE. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALLDIMENSIONS AND ELEVATIONS H A O SSWNN THE O O CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 6. CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY CONFLICTS WITH EXISTING AND PROPOSED UTILITIES. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES. ANY DAMAGE INCURRED SHALL BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE. 7. CALL 'MISS UTILITY' (1-800-552-7001) FORTY-EIGHT(48) HOURS PRIOR TO ANY EXCAVATION. 8. CLEARANCE AT ALL UTILITIES MINIMUM OF V-0". 9. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS, UNLESS OTHERWISE NOTED. 10. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. 11. ANY UNSUITABLE OR EXCESS MATERIAL SHALL BE IMMEDIATELY LOADED AND HAULED TO AN OFFSITE DISPOSAL AREA APPROVED BY FREDERICK COUNTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE APPROVAL FOR OFFSITE DISPOSAL AREAS. 12. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSEOF THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE GEOTECHNICAL ENGINEER / OWNER. 13. ACCESS BY EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. PARKED CARS, CONSTRUCTION MATERIALS, SOIL STOCKPILES, ETC MUST NOT IMPEDE ACCESS TO FIRE HYDRANTS AT ANY TIME. 14. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS. 15. PLAN FOR ROUGH GRADING ONLY. GRADES SHOWN ARE FINISHED ELEVATIONS, SEE Z03 FOR PAVING SECTIONS 16. SEE Z24 FOR EROSION AND SEDIMENT CONTROL DETAILS C 100% PERMIT REVISIONS 3/29/02 B 100% ISSUED FOR PERMIT 3/08/02 A 60% SUBMITTAL 2/27/02 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 CIVIL Ii STRUCTURAL MECRANICAL ELECTRICAL P.E. MANAGER Ni DATE KRAFT RELEASE FOR CONSTRUCTION A,/KRAFT/PE/PM AKRAFT'PE/BDE A'KRAFT/PE/CSM DRAWING TITLE DEMOLITION, ROUGH GRADING, EROSION AND SED. CONTROL PLAN KRAFT PROJECT NO DRAWING SCALE PHASE WIN 1701 CADD FILE NAME CADD PLOT SCALE 0 CONCEPT 030°< D 80% [:]W-. 0 100% D FP14L :T. FATE SHEET NUMBER -°' DRAWN BY CAM CHECKED B'r' Z21 RAV PROJECT NUMBER • 25384 CLASSIFICATION: 1f COMPAN" PR14.ATE 19 NJ N M L _►, H G G F C C W 2 I 7 I 9 1,0 12 13 14 15 16 1 17 1 18 14 15 I 16 17 18 0 5 6 7 0 0 15 16 I 17 ( 1$ I� 0 N M L J H G F E _11 1011 IM HEAVY DUTY CONCRETE SEE JOINT PAVEMENT ►� -__PAVEMENT DETAIL THIS SHEET CONC. PAVEMENT 1.5' M-2A,. o. e. e,e n 3' BM-2 °CAI Q�C a- ° ,XAX�— AXE— -X X X X— 8" VDOT #21 B �. 5' MIN_ WWF WWF HOLD BACK - 3" FROM JOINT APPROVED I OI Af-[: Ni n I DAWCKACnIT r ". ��.. SUBGRADE AGAINST CONCRETE SLAB RIGID PAVEMENT ABUTTING CONTROL JOINT DETAIL FLEXIBLE PAVEMENT OR GRAVEL NOT TO SCALE NOT TO SCALE TEJ REQUIRED AT INTERSECTION OF PAVEMENTS CONC. PAVEMENT �I 3/4" _ SEE JOINT SEAL DETAIL =X X -X�X�" - �I.. } 4 _ r- . ww F HOLD BACK 3 FROM JOINT � �•~ + BUTT JOINT %f DIAMETER, 18' �_ LONG 5' MIN 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 r • M N�- PAVEMENT I 3/4" °ter° - SURFACE i_jt lINT' PAVEMENT SURFACE PAVEMENT T' SURFACE -- POURED POURED JOINT JOINT SEALER SEALER SEPARATING _ SEPARATING BACKER - TAPE MATERIAL TAPE % - NON -EXTRUDING 3/4" i INITIAL JT FILLER '(MINT SAWCUT (3/16") 3/4" DETAIL B OR INSERT )e JOINT - DETAIL A BOTTOM CONTROL JOINT EXPANSION JOINT (USE EITHER DETAIL A OR DETAIL B) +/- 20' +/- 20' ,= CONTRACTION JOINT SEE PLANS_ o V 4 0 s' r'��X D -� 8--�_X• o X---s-Xi X�C•X G O r'X� • 1�, X >Q J` I.s �� 4 4 4 0 a � _ .�.'II 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: W 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 Z23 NOT TO SCALE 1.5' HOT ASPHALTIC CONCRETE \SURFACE SM- 12� A 4' BASE MIX BM_ 25- O 10" CRUSHED AGGREGATE MO E _25 0 090 N BASE TYPE I, 21-B COMPACTED TO 95% STANDARD PROCTOR -� DENSITY. \--SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. ASPHALTIC CONCRETE PAVEMENT SECTION E NON -PLASTIC PIPE PIPE MAXIMUM DIAMETER 'A' 24' & UNDER 12' OVER 24' 18' r 3 TRENCHING AND BEDDING 222 I z23 NOT TO SCALE Z22 1423 NOT TO SCALE 30' LIGHT POLE BASE PLATE -1 SEE ELEC DWGS 1' CHAMFER TYP / 3/4" NON -SHRINK GROUT (4) 1" DIA - ANCHOR BOLTS A CM 2'-6' (4) =1 H! = 1 " DIA ANCHOR BOLTS COORDINATE WITH LIGHT �Q POLE MANUFACTURER GV --- 0 - LIGHT - - 1' PVC / POLE 0 12"x12"x1" CONDUIT / I I STEEL BASE PLATE TYP -GROUND CONCRETE FOOTING (8) #9 BAR AROUND / CONDUCTOR PERIMETER - 03 TIE SEE ELEC DWGS AT 12' OC TYP BASE DETAIL BASE PLAN TYPICAL LIGHT POLE BASE DETAIL I BACKFILL SHALL BE IN ACCORDANCE WITH SPECIFICATIONS BEDDING MATERIAL CONCRETE SIDEW SEE DE I AIL #57 STONE W/ 8" M WRAPPED IN GEOI STONE EXTENDINC SUBBASE TO WEEI #7 BAR AT 12" OC #5 BAR AT 12" OC #7 BAR AT 12" OC ISOLATION JOINT SEE DETAIL 5 RETAINING WALL 10 I 11 3/4" CHAMFER TYP C C IT DRETE NNG DOCK DETAIL --I o� I #5 BAR AT 12' OC \` #7 BAR AT 12" OC Z22 I Z23 SCALE: 1 rI=V-0" DETAIL NOTES: 1. PROVIDE STEPPED FOOTING AND DOWEL W/ #5 BARS AT 12" OC INTO EXISTING COLUMN FOOTING. SEE STRUCTURAL DRAWINGS FOR STEPPED FOOTING DETAIL. #6 BARS 10" OC 12 I 13 14 2" f / 1/4 4"x4"x 3/8 " THICK GALV. STEEL PLATE _ 3'8 " DIA. ANCHOR BOLTS W/ 1/2" DIA. HOLES IN PLATE f f (V f / _ 0 N C� f - / I GALV. STEEL GUARDRAIL SEE ARCH. DRAWINGS - f 2 3/4' GUARDRAIL CONNECTION DETAIL NOT TO SCALE BOTH WAYS TOP AND BOTTOM 685,34 - - �a ----- L----------------- B B EX. TOP, FRAME AND COVER TO BE REMOVED 1 y----------------------- 1 --� �a _ 8 21_6• I EXISTING RISER UNIT DIA. t TO BE REPLACED OR i o TRIMMED TO ACCOMMODATE ; N JOINTS -- -- NEW SLAB TOP ELEVATION i SEE NOTE 1 1 L 1 -y" 1 -11 (2) ADDiTIONAL -- - -- -------#6BARS 6 w - EX 5'-0" DIA BASE UNIT I i6. DIAGONALLY AROUND OPENING TOP AND BOTTOM ..LL FLAT SLAB TOP (SHOWN WITHOUT FRAME & COVER) K % r� r' W-0" DIA. �-I NEENAH 6078 FRAME AND COVER W/ SELF SEALING OPTION AND WATERTIGHT PICKHOLE I SECTION VIEW 683.73 1 N y = PROVIDE NEOPRENE GASKET ow ^r BETWEEN SLAB TOP AND ;USER I/ NOTES: IF EXISTING RISER IS CUT -OR- 1. THE MANUFACTURER SHALL FORM THE MALE OR FEMALE ENDS OF THE TOP SLAB JOINT 2 "CL CONSTRUCT JOINT IN ACCORDANCE TO MATCH THE EXISTING BASE RING. THE JOINTS SHALL BE SEALED BY THE CONTRACTOR EX RISER WITH NOTE 1 IF A NEW RISER IS USED AND MADE WATERTIGHT USING ( WHERE APPLICABLE) MORTAR, RUBBER O-RING GASKETS MEETING ASTM C361 AND C 443 OR FLEXIBLE PLASTIC GASKETS MEETING _ _ _ - - _ - - _ _ -L AASHTO M 198 TYPE B. 2. LIFT HOLES OR LIFT EYES SHALL BE PROVIDED FOR HANDLING. FLAT SLAB TOP s SANITARY SLAB TOP 202 Z04 NOT TO SCALE Y :t STREET APPROACH SAME it q..•I SURFACING AS MMI NE OtA" TO E AS I+ 1 ROADWAY SHOWN ON PLANS) I C I C -----------F•-- tRADLAS TO E 06 N SHOWN ON PLANS) ST0 CG•12 CUi AM CUT ri If 57`0. CG-8) ij CLASS\`` A3 i= '�••• f;;•>•I;ST �••OPTIONAL E' 4' S WALK 1..® I L.E_S 6' CONCRETE i -----� In ILI LINE — '"— EXPANSION JOINT r '^ E)PMI570N JONT - _ - NOTE= WDTH 'Ir 2••01 OR AS 1+' MA9LME ROADWAY SECTION C-C Si' —_..I: ON TYPICAL SECTION. PLAN VIEW E CONSTRUCT GRADE CHANGES WIT" A PARABOLIC CARVE ®MEN THE ENTRANCE RAW CArNOT ACCOMMODATE THE TURNING REGUIRE ENTS OF ANITICIPATED HEAVY 10 PMIABOLIC CARVE TIRM TR/FF1C, 11E �PTH Ft1! SIDEIA" 16 CURB R/I�4 Wr[FRI TIE l)iT5 OF THE RAW 511V LD E EDGE OF SHOULDER OR a MAX. D I IC1iAM TO 7". OPTIONAL fLOW LINE CHAI4CE M 144EBUILTCES NCONJUNCTION MAT&&* ROADWAY — — — — — — -- — — N MTNTN VOGTT PRO.ECCM PLPLEAE a = MAX. _ D NOTE THE FOLLOWING' T yL SLOPE —" EZ 40• MN FOR STREET D MUIMLNE PAVEMENT SHALL E CONSTRACTED TOITHE AM LINE mErrCHAING 0.OESIRABL�E FT HTZATMON pl»FOitAW A�� PAVEMMT WHICH CM/ E OMITTED N THE ENIMAICEI SECTION A - A ® RADIAL CURB OR COM,BNATla7 CUM GUIDELINES FOR GRADE CHANGE 0 MO GUTTER SHILL NOT E CONSTRICTED BEYOND T FOR REPLACEMERY PURPOSES. WIEII USED N CORADICT1011 MTN STANDARD ENTRANCE VOLUME DESIRABLE YA�w CO-3 OR OG.-7. THE CUM FACE CN ni STANDARD IS TO E AOJUSTED TO MATCH THE YOUIITABLE CURB COIFIM MATNON. ti(21 (MORE TH/W 1500 VPD) 0 Y 3 ! SFE STANDARO CC-12 FOR CURB RAID DESCH MEDIUM (500-1500 VPOI S 3 X a 2 TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPO) S 6 t a t R-405 NNE TO INDICATE MEIN CONSTRUCTIOPS OF A FLOW LIE IS REOUM TO PROVIDE Pp9TI IE DRAINAGE ACROSS THE ENTRANCE FLOWLItE MAY NN�� IfAfENG OF A POR OF PfEQUOE PONDNG WATER. OUTTER TO OF SPECIFICATION METHOD OF TREATMENT- VDOTJG1 REFERENCE CONNECTION FOR STREET INTERSECTIONS 203.0�s S02 AND COMMIERCIAL ENTRANCES '°; VRGIKA DEPARTMENT OF TRANSPORTATION WIDTH VARIES, SEE PLAN FINISHED SLOPE," PER FOOT GRADE IN DIRECTION OF 4" 2" SURFACE DRAINAGE a N C .A 6" x 6" - W2.9 x W2.9 WWM. CONCRETE BREAK WWM AT CONTROL -SUBBASE AND EXPANSION JOINTS NOTE: CONTROL JOINTS SPACED AT 3' TO 5' INTERVALS SHALL BE INSTALLED IN THE SIDEWALK CONCRETE TO FORM SQUARE PANELS. EXPANSION JOINTS SHALL BE PLACED WHERE SIDEWALKS ABUTT EXISTING STRUCTURES. SEE DETAIL 1 ON Z03 FOR JOINT DETAILS s SIDEWALK DETAIL 202 I Z04 NOT TO SCALE BOX TO BE1/4' BELOW FINISH GRADE FINISH GRADE ` OF D-?X AND VALVE l WATER,, i I I I — DROP LID EXTENSION COMPLETE ��— VALVE BOX _III I I1 L r C=:1 BRICKS VALVE i TOP BOTTOM WATER MAIN STANDARD BASE WIDE BASE NOTES: 1. VALVE BOX BASES SHALL BE SIZED AND INSTALLED SO THAT VALVE BOX CAN NOT TRANSFER LOADS TO VALVES. PLACE BASE ON BRICKS. 2. VALVE BOX SHALL BE ADJUSTED TO FINISHED GRADE TO ALLOW FUTURE 6'ADJUSTMENT UP OR DOWN. 3. VALVE BOXES SHALL BE CAST IRON OR COMBINATION OF P.V.C. AND CAST IRON SCREW TYPE WITH 5-1/4' SHAFT BY TYLER PIPE, GENERAL ENGINEERING OR EQUAL. 7 ROADWAY VALVE BOX 222 Z23 NOT TIC SCALE SECTION A -A 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 13 14 15 DE TAT. 2 T $ECTION A -A 5EC:K)N A -A NOTES! t 2�T*c L1M Qi Na•�+1poe : a To 911191011 1111K •�otLcuaY 46 HR 5041bdr 1111129M rWAMLANCH RUMO1G ERmOt COMMa SU E ■EW NO EMhuni 1R EWMCI 1 B S%SiE\ icw ri edwigh IlEsom a 38 E i +=1111196villWM METAL 2 Sftf " ABONIE. ]i CMMM-E FABI= TO E r6UUU � ANL EBOi cowsm 570E ■ Im � VITCrOMIM. norm 4 - ob 4 goemw UM� up FOR SWILC�tt��41e +QLoo4ERT. �nwwm 0 "" gm FLHQ w rg" MK UK Mir MM well A* O Min SECTION B-6 STONE FOR EROSION CONTROL 11,111111110— Bto—cmt or il;SPwTAww E[-1 MA>t KKK -- arcs : �• VDOT EC 1 114.01 F KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN BUILDING ADDITION ' 2002 EXPANSION CAPRI SUN KRAFT FOODS INC. WINCHESTER VIRGINIA rJ WARNING: This document is the property of the Kraft Foods Inc. Futher reproduction andi distribution is prohibited without the express written permission of: Krafts Footle Inc., Corporate Engineering, Madison, Wisconsin. Information on this document Is not to be altered except wRh the written approval of the individual whose seal appears hereon. All tights of designs or inventions are reserved. L J II GENERAL CIVIL NOTES 1. VDOT DETAILS CAN BE FOUND AT: http://www.vdot.state.va.us/LocDes/Electronic%20Pubs/2001 %2OStandards/standards.htm C-. C 100% PERMIT REVISIONS 3/29/02 B 100% ISSUED FOR PERMIT 3/08/02 A 60% SUBMITTAL 2/27/02 REV NUMBER DESCRIPTK)N DATE REVISIONS I KRAFT KRAFT FOODS INC. CORPORATE ENGINEERING MADISON. WISCONSIN NO TES: DaS MEM wft E P►iEGaiT Ot CPdT ; PLAM L CONCRETE 110 SEE a+ES A3 r CAM n 91.Ai aYd PSI If IPI IST_ 3U0wbrj9ftOM%WitWWI IbwM IT~ J M rEET 04 LEW IAMOW FAM OF C®i SHILL E PAD FOR AS Rllill)m tCmQm 9w CM I: •- F= U9E Y+f! STABIL@Ea 0S -QA0W PRrOHE tA�-L T►E ROFT01 E THE IxIR AM WrTiR BE G016tP4i7Eb �LEL To A SL MBE vinn m rG We i=4 Q Tr pimemew. III,,- M MW tf3Mf E t15'Fd Wd OESCm 91GEo B 40 lipm DR r Q QM RRIL tilill illi A 60 4S W M i K AKJ M+1 E'/1Ej tllrll ! �irBt Miff �[ �Cf 1f *.�M1S M � cXG03Eo ST+w1.1'a 94-7 Is PECUEM T T • ' a {% - r i - 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 CIVIL VmtCHrrECTuRAL I STRUCTURAL I MECHANICAL I ELECTRICAL P.E. 4UNA,GER INITIALS DATE KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM A/KRAFT. PEBDE A/KRAFT/PE/CSM DRAWING TITLE E C _ . . —— — — b a r �lEl 10 Tw %WE er SiB0E CMT dlSM PADWOMfli • T' KRAFT PROJECT NO DRAWING SCALE PHASE IS skef4o kE,. E T� wvEn aw BE tLaCAETE WN 1701 r TIE j11= OF TwE 00mVjCFOR 1'=50' CADD FILE NAME CADD PLOT SCALE CCNIi 0'0'` ❑ 807 ❑ °0 a 1001 ❑ INI ' %LTH fi � DATE SHEET NUMBER 3/8/02 ~ Ys DRAWN BY O azw CHECKED BY Z23� ND. U51565 COMBINATION 6" CURB & GUTTER VDOT CG6 �� U PROJECT NUMBER 201.03 4 .� 25384 Yam++ OE9ARTYEG-T -i 1NV06SF=TAA04 tf CLASSIFICATION: COMPANY PRIVATE 16 17 18 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 1. _ 12 I 13 1 14 I 15 I 16 I 17 I 18 Q NEENAH 1743 FRAME AND COVER FINISHED GRADE W/ SELF SEALING OPTION. PROVIDE NEOPRENE GASKET TRANSITION REQUIREMENT 8" 24" 8„ BETWEEN FRAME AND TRANSITION, 12 INCHES MAXIMUM, TRANSITIONS FRAMES TO BE BOLTED TO TRANSITION. TO BE BOLTED TO MANHOLE ° ° TYPICAL MANHOLE Z • STEP -SEE NOTES P ABOVE ° 0 FIRST STEP NOT TO EXCEED 24" N FROM TOP OF MANHOLE APPLY BITUMINOUS SEALANT TO EXTERIOR OF MANHOLE INCLUDING TRANSITION ° 48" FLEXIBLE GASKET JOINT FLEXIBLE Z GASKET CONNECTOR 0 cv BENCH 0 1ST. RISER MONOLITHIC WITH BASE 2'-6" MIN. ° CHANNEL o LINING 4" MANHOLE BASE TO BE 4" MIN BEDDED IN 6" MINIMUM BACKFILL EXCAVATION BELOW BEDDING ON PIPE WITH GRANULAR BEDDING o o ` FIRMGRASU G o FIRM SUl3GRADE. ASTM- - M- TO TOP OF PIPE I o o I C33/#67 CRUSHED N o 0 00 0 o STONE OF GRADE WASHED 0 0 00 0 5" CLR �o o GRAVEL PRECAST BASE REINFORCED WITH o� o #4 @ 12' C/C EACH WAY A. MANHOLE STEPS SHALL BE MINIMUM 12" WIDE AND SPACED 12" WITH + 1' TOLERANCE, CENTER TO CENTER, IN VERTICAL ALIGNMENT AND ALIGN WITH BENCH. B. EMBED STEPS MINIMUM 3' WITH A MINIMUM PROJECTION OF 5', C. INSTALL BOTTOM STEP MINIMUM 5" AND MAXIMUM 16 1' ABOVE BENCH. THIS STEP MAY BE INSTALLED AT POINT OF MANUFACTURE BY DRILLING HOLES OF MINIMUM 1 "DIAMETER AND M 3' DEEP ON INSIDE OF MANHOLE, AND FILL VOID WITH NON -SHRINK GROUT. STEPS SHALL BE ALUMIMUM OF REINFORCED PVC. NOTE: MANHOLE 1. PROVIDE LIFTING HOLES OR DEVICES FOR ALL PRECAST SECTIONS. HOLE COMPLETELY THRU WALLS SHALL BE PLUGGED W/NEOPRENE OF RUBBER PLUG INSERTS, MORTARED FLUSH ON EACH SIDE OF WALL WITH NON -SHRINK GROUT. HOLES NOT COMPLETELY THRU WALL SHALL BE FILLED FLUCH WITH WALL WITH NON -SHRINK GROUT. MINIMUM OF 4000 PSI CONCRETE SHALL BE USED FOR PRECAST CONSTRUCTION. 2. UNLESS OTHERWISE NOTED, MAXIMUM DEPTH OF MANHOLE SHALL BE 16-011. 3. PROVIDE FLEXIBLE GASKET CONNECTOR BETWEEN PIPE AND MANHOLE. 4. GRADE OF PIPE ENTERING OF LEAVING MANHOLE SHALL NOT EXCEED 10%. L 5. MINIMUM HEIGHT OF RISERS = 1'-0". NO MORE THAN ONE V-0" RISERS IS PERMITTED ON EACH MANHOLE. 6. MAXIMUM SIZE PIPE TO BE USED WITH 48' DIAMETER MANHOLE IS 24" PRECAST SANITARY MANHOLE K J G F E D C B A 21 Z24 NOT TO SCALE 5MIN, CROSSWALK 021 MAX I R12: 1) AEw, JOINT cc-to� g � d 6" L� 111 Ali. CROSSWALK I A TANGENT PLAN TYPICAL PLACEMENT AT INTERSECTION ® 7- WHERE STO. WITHIN CROSSWALK CG-3 CC-7 IS USED. s'-D- NOTES STD. CG-2 THIS DES021 COROPORATEN S A RAID. FLOOR AT BOTTOM OF TWO SLOPC SIDES WITH Or X RD- I M STD. CG•2 06' N OR CG-6 DIE ESIONS. PLACEMENT OF ORANACE STRIICTIRES 15 CAITI AL. OR CZ-6 CURB RAMP FLOOR TO BE CLASS Ara CONCRETE 40-ASS A-4 IFPRECAST) WITH SLIP RESISTANT INTEGRAL 20 11 48 : 1 MAX. DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAP FLOOR (RAP FLOOR MAY BE•. �.. �.. ,•,.:• .:�..:�•.:o.:•' :r :► -:• .. 4" PRECAST OR CAST IN PLACE). PLACE(. TDETECTABLE WARNING SHAD- BE PROVED BY All EXPOSED AGGREGATE NI :..;'..;'..•►;. .,'�-Lew•:. :�..!►;7•.;7.. :w,'s- F5K RAP SHALL NOT EXCEED A MA1IMILB1 SLOPE OF IZIL SLOPING SIDES OF CURB RAP WRY BE P01111RED MONOLITHICALLY NTH RAP FLOOR OR By USING PERIISSOLE CONSTMXTK)N JOINT WITH REGAINED BARS. SECTION A -A F RAIP FLOOR IS PRECAST. HOLM "T BE PROVIDED FOR DOWEL BfM SO DAT ADJCIIWNG FLARED •S DOWELS. B" LONG SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAP FLOCK PRECAST CONCRETE SHALL I t2" C•C PEPeRsssadE BE CUBS A-4. OPE 12:1 CONS". JOINT REOIRiED BARS ARE TO BE No. S X 6- PLACED r CENTER TO CENTER ALONG BOTH SIDES OF THE RAP y N FLOOR MID -DEPTH OF RAMP FLOCK IBIIII&M CONCRETE COVEN W. CiM RAPS WILL E MEASURED NO PAID FOR AT THE CONTRACT UNIT PR1= FOR HYWIt/LLIC CiD09 . .. CONCRETE SIDEWALK NO EXPOSED AGGREGATE SIDEWALK. COMPLETE-N-PLAE- CIAWCIRB AND GUTTER SLOPE TRNF9TIONS ADJACENT TO TO CUB RAPS ALE NCLL N PAT ENT SECTION B-B FOR �eiClJB AND GUTTM WHEW USED N CONARNCTION WITH STANDARD CG-3 OR CC-7. THE CLIMB FACE ON THIS STAOAtO IS TO BE AOAISTED TO MATCH THE MOUNTABLE CUB AO COPFIMROTICK o CURB RAPS ARE TO BE LOCATED 16 SHOWN ON THE PLANS OR AS DIRECTED BY THE DINf.1IMIL boo LIMITS OF EXPOSED AGGREGATE SIDEWALK THEY ME TO E PROVIDED AT NTERSECTN06 WIQiVER AN ACCESSAWE ROUTE i WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB F"ARDLESS OF WIiTIHM SIDEMILK 15 EXISTING, ® ACCESSIBLE ROUTE IS DEFINED AS A CON7/410U5 PROPOSED.OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTAIN CROSSWALKS AS SHOM a PLANS U9400STRUCTED STABLE. FIRM NO SUP RESMSTART OR AS DIRECTED BY THE EI NCINEIM AND STDLLD NOT BE LOCATED BEHIND VEHICLE S70P DIES PATH CONNNECTiZ ALL ACCESSIBLE ELEMENTS OF A EXQSTNG LIGHT POLES. FINE HYDRANTS. DROP MEETS, ETC- WILL ALSO AFFECT PLACEMENT. FACLITY THAT CAN BE AIVW4A0ED. EMTEIIEO AND USED BY PERSONS WITH MOBILITY I PAI R1ENT5. PARALLEL CURB RAMP VDOT CG12B 10 (ACCESS FOR MOBILITY IMPAIRMENTS) 2o3.os 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201 as NOTES: 1. SIGNS TO BE IN ACCORDANCE WITH DOT M.U.T.C.D. MANUAL 2. SIGN TO BE INSTALLED IN ACCORDANCE WITH VDOT STD DETAIL WSP-1, SEE DETAIL SSP-VA FOR MOUNTING HEIGHTS 3. SIGN TO BE 30" X 30" R5-1 DO NOT ENTER SIGN 222 I Z24 NOT TO SCALE t _ 1 0.:524 FILTER CLOTH s 0.914 (OPTIONAL) (DOWNSTREAM VIEW) V DOT #1 COARSE AGGREGATE - FLOW J 0.914 0.81 HECTARES (2 ACRES OR LESS OF DRAINAGE AREA 0.1R4 FILTER CLOTH- (. c0.914 (OPTIONAL) i- r, (DOWNSTREAM VIEW) V DOT #1 COARSE AGGREGATE a r, cif t� FLOW _ �� 0.914 ,, o a CLASS 1 RIPRAP 0.814.05 HECTARES (2-10) ACRES OF DRAINAGE AREA REMOVAL OF PRACTICE UNLESS THEY WILL BE INCORPORATED INTO A PERMANENT STORMWATER MANAGEMENT CONTROL, CHECK DAMS MUST BE REMOVED WHEN THEIR USEFUL LIFE HAS BEEN COMPLETED. N TEMPORARY DITCHES AND SWALES, CHECK DAMS SHOULD BE REMOVED AND THE DITCH FILLED N WHEN THEY ARE NO LONGER NEEDED. IN PERMANENT STRUCTURES, CHECK DAMS SHOULD BE REMOVED WHEN A PERMANENT LINING CAN BE INSTALLED. N THE CASE OF GRASS LNED DITCHES, CHECK DAMS SHOULD BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHOULD BE SEEDED AND MULCHED IMMEDIATELY AFTER THEY ARE REMOVED. THE USE OF THE FILTER CLOTH UNDERNEATH THE STONE WILL MAKE THE REMOVAL OF THE STONE EASIER. MAINTENANCE CHECK DAMS SHOULD BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH RUNOFF -PRODUCING STORM EVENT. SEDIMENT SHOULD BE REMOVED WHEN IT REACHES QNE IEALF QF THE ORIGINAL HEIGHT OF THE MEASURE. REGULAR INSPECTIONS SHOULD BE MADE TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. EROSION CAUSED BY HIGH FLOWS AROUND THE EDGES OF THE DAM SHOULD BE CORRECTED IMMEDIATELY. STANDARD SYMBOL: -• 1 -►' ROCK CHECK DAM CD 22.0 MN. 1000 150 � 5'1 EX PAVEMENT -=IT-ICI= MOUNTABLE BERM FILTER CLOTH (OPTIONAL) EX. GROUND SIDE ELEVATION WASHRACK EX PAVEMENT (OPTIONAL) �A 22.0 MIN. B B III 3000 MIN. III=III=III �A VDOT #1 COARSE AGGREGATE POSITIVE DRAINAGE TO SEDIMENT ' MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS OPERATION. PLAN VIEW 3600 MIN. 75 MIN. -=III=III=11- f FILTER CLOTH) SECTION A -A 2000 MN. 8 REINFORCED CONCRETE DRAIN SPACE SECTION B-B CONSTRUCTION SPECIFICATIONS THE AREA OF THE ENTRANCE MUST BE EXCAVATED A MINIMUM OF 75 AND MUST BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE FILTER FABRIC UNDERLINER WILL THEN BE PLACED THE FULL WIDTH AND LENGTH OF THE ENTRANCE, ON PAVED AREAS, PLACE FILTER FABRIC ON PAVEMENT, NO EXCAVATION REQUIRED. FOLLOWING THE INSTALLATION OF THE FILTER CLOTH, THE STONE SHALL BE PLACED TO THE SPECIFIED DIME'NSION'S.IF WASH RACKS ARE USED,THEY SHOULD BE INSTALLED ACCORDING TO THE ALAN'UF.ACTURER'S SPECIFICATIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CON- STRUCTED ACCORDING TO SPECIFICATIONS, CONVEYANCE OF SURFACE WATER UNDER ENTRANCE, THROUGH CULVERTS, SHALL BE PROVIDED AS REQUIRED, IF SUCH CONVEYANCE IS IMPOSSIBLE, THE CONSTRUCTION OF A 'MOUNTABLE' BERM WITH 1V.•5H SLOPES WILL BE PERMITTED. THE FILTER CLOTH UTILIZED SHALL BE A WOTEN OR NONWOVEN FABRIC CON- SISTING ONLY OF CONTINUOUS CHAIN' POLYMERIC FILAMENTS OR YARNS OF POLYESTER. THE FABRIC SHALL BE EVERT TO COMMONLY ENCOUNTERED CHEMICALS AND HYDROCARBONS, BE MILDEW AND ROT RESISTANT, AND CON- FORM TO THE PHYSICAL PROPERTIES NOTED IN TABLE 3.02-A MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-W.AY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND RE- WORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND -OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED OR TRACKED ONTO ROAD- WAYS WILL NOT BE PERMITTED UNDER INT CIRCUMSTANCES. STANDARD SYMBOL C.E. STONE CO.NTSTR UCTION ENTRANCF, 375 .VOTE. STRAW BALES MAY BE USED INLIEU OF FABRIC AROUND CATCH BASINS.BALES SILALL BE IMBEDDED 100 INTO GROUND AND SECURELY STAKED IN PLACE. 25 x 50 WOOD POSTS 900 LONG C4 900 01C CATCH BASIN PLAN nrm• n nn ne nnlL, SECTION I FABRIC TO GROUND CONSTRUCTION SPECIFICATIONS 1. SILT FENCE SHALL CONFIRM TO THE PHYSICAL PROPERTIES INDICATED IN TABLE 3.05B OF THE VESCH. 2. FRAME WITH 50 X 100 WOOD STRIPS AROUND THE CREST OF THE OVERFLOW AREA AT A MAXIMUM OF 450 ABOVE THE TOP OF THE INLET. 3. FASTEN FABRIC SECURITY BY STAPLES OR WIRE TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE. CATCH BASIN PROTECTIOED 1. SET POSTS AND EXCAVATE A 100 x 100 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE LUXE THE POSTS. OF POSTS. 1800 MAX 12 L2 A.W. MESH SPACING �. GAUGE M11V. 150 MAX STEEL OR WOOD 100 POST -IMBED 1000 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FE<Y7 AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. WIRE FILTER FABRI � GROUND LIRE STANDARD SYMBOL.' -S S S INSTALLATION 1. THE HEIGHT OF A SILT FENCE SHALL BE A MINIMUM OF 400 ABOVE THE ORIGINAL GROUND SURFACE AND SHALL NOT EXCEED 850 ABOVE GROUND D ELEVATION. 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE UNAVOIDABLE, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 150 OVERLAP, AND SECURELY SEALED. 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 100 WIDE AND 100 DEEP ON THE UPSLOPE SIDE OF THE PROPOSED LOCATION OF THE MEASURE. 4. WHEN WIRE SUPPORT IS USED, STANDARD STRENGTH FILTER CLOTH MAY BE USED. POSTS FOR THIS TYPE OF INSTALLATION SHALL BE PLACED A MAXIMUM OF 3000 APART (SEE PLATE 3.05-1). THE WIRE MESH FENCE MUST BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POST USING HEAVY DUTY WIRE STAPLES AT LEAST ONE NCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 50 AND SHALL NOT EXTEND MORE THAN 850 ABOVE THE ORIGINAL GROUND SURFACE. THE STANDARD --STRENGTH FABRIC SHALL BE STAPLED OR WIRED TO THE WIRE FENCE, AND 200 OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 5. WHEN WIRE SUPPORT IS NOT USED, EXTRA -STRENGTH FILTER CLOTH SHALL BE USED. POSTS FOR THIS TYPE OF FABRIC SHALL BE PLACED A MAXIJUM OF 1800 APART (SEE PLATE 3.05-2). THE FILTER FABRIC SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING 25 LONG (MINIMUM) HEAVY-DUTY WIRE STAPLES OR TIE WIRES AND 200 OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT BE STAPLED INTO EXISTING TREES. THIS METHOD OF INSTALLATION HAS BEEN FOUND TO BE MORE COMMONPLACE THAN #4. 6. IF A SILT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH ME OR SWALE, THE MEASURE MUST BE OF SUTTICIENT LENGTH TO ELIMINATE EINDFLGT, 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 APPLICATION WITH A MAXIMUM 900 SPACING OF POSTS. ALL OTHER INSTALLATION REQUIREMENTS NOTED IN #5 APPLY. 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 PERMANENTLY STABILIZED. MAINTENANCE 1, SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINT'ALL AND A:' LEAST DAILY DURING PROLONGED RAL`T'ALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. 3. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 4. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STOR31 EVENT. THEY 31UST BE REMOVED THEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 5, ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED, TEMPORARY SILT FENCE SF KRAFT KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN BUILDING ADDITION 2002 EXPANSION CAPRI SUN KRAFT FOODS INC. WINCHESTER, VIRGINIA WARNING: This document is the property of the Kraft Foods Inc. Futher reproduction and or distnbution is prohibited without the express written permission of: Krafts Foods Inc_ Corporate Engineering, Madison, Wisconsin. Intonnatlon 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. VDOT DETAILS CAN BE FOUND AT: http://www.vdot.state.Va.us/LocDes/EIectronic%20Pubs/2001 %20Standards/standards.htm C 1 100% PERMIT REVISIONS 3/29/02 B 100% ISSUED FOR PERMIT 3/08/02 A 60% SUBMITTAL 2/27/02 REV NUMBER DESCRIPTION DATE REVISIONS KRAFT KRAFT FOODS INC. 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 CIVIL JRAL STRUCNRAL MECHANICAL ELECTRICAL P.E. MANAGER NMALS DATE KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PE/PM A/KRAFT PE/BDE A/KRAFT/PE/CSM DRAWING TITLE I DETAILS KRAFT PROJECT NO DRAWING SCALE PHASE WIN 1701 1'=50' ❑ CONCEPT ❑30% O Box ❑So% 0 100% a FINAL CADD FILE NAME CADD PLOT SCALE "Y .�;c tr>✓�'LT� L O�� `�'�. DATE IF SHEET NUMBER . r ..3 3/8/02 DRAWN BY � ~+ s r Z24 CHECKED BY ..iGu F+3W ------ PROJECT NUMBER 25384 CLASSIFICATION: ' '( vG COMPANY PRIVATE 2 I 3 I 4 5 7 10 12 13 14 15 16 17 18 N PROJECT LOCATION FREDERICK COUNTY r � '-C I / -\ I I (- VIRGINIA boo w 0 - I M 9 =191411 11rJAR1111 PC CORPORATE ENGINEERING MADISON, V\11SCONSIN SITE PLAN FOR KRAFT FOODS OSCAR MAYER BUILDING ADDITIOr,q - 2002 EXPANSION FREDERICK COUNTY, VIRGINIA ISSUED FOR PERMIT - FEBRUARY 27, 2002 REVISED: 3/15/02 INDEX OF DRAWINGS DESCRIPTION SITE ORIENTATION PLAN.............................................................................................. DEMOLITION, ROUGHGRADING, EROSION & SEDIMENT CONTROL PLAN ::::....:..:. SITEPLAN........................................................................................................................ DETAILS.......................................................................................................................... . EROSION & SEDIMENT CONTROL DETAILS................................................................ OWNER AND DEVELOPER: KRAFT FOODS, INC. 220 PARK CENTER DRIVE WINCHESTER, VIRGINIA 22603 CONTACT: MICHAEL GAINES PH: (540) 678-0442 FX: (540) 545-8942 DRAWING NO. ARCHITECT AND ENGINEER: C01 Z21 Z22 Z23 Z24 Washington Industrial/Process WASHINGTON GROUP INTERNATIONAL, INC. 9790 PATUXENT WOODS DRIVE, SUITE C PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21046-2900 FAX: (410) 423-2570 I AE SITE nil „� CAT 7-7 Approved by the Zoning Administrator Zoning Administrator Signatu Note: Site plan is valid for 5 years from the date of approval. � 7 : ?/,?, (9 IC2 Date VICINITY MAP 1 " = 2000' 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 D f L J V ------ -- - -- ------------ --- —r_�——�� —+ _-_-_——_�1 # i= __ _� 1— 1NTX.R.R- 9.29 — - -EXIT"" --- _ _ � I - - - - - - - - - - -- ---------------- - WEST BROOKE ROAD (ROUTE 1320) POSTED SPEED=35 M.P.H. 395.5X - - 703.00' �, I � I PLANT N SITE ORIENTATION PLAN SCALE: 1 " = 50' FLOOR AREAS T,9 EXISTING MANUFACTURING = 209,026 SF PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN #52-99) = 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 #01-01) = 37.940 SF PROPOSED MANUFACTURING WAREHOUSE EXPANSION (PER THIS PLAN #03-02) = 17,216 SF GROSS FLOOR AREA = 297,444 SF PROPOSED OUTDOOR EMPLOYEE BREAK AREA (PER SITE DEVELOPMENT PLAN #50-99)= 1,334 SF TOTAL FLOOR AREA = 298,778SF FLOOR AREA RATIO = 22.86 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+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 KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN BUILDING ADDITION 2002 EXPANSION KRAFT FOODS INC. WINCHESTER, VIRGINIA WARNING: This document is the property of the Kraft Foods Inc. Father reproduction andfor 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: MICHAEL GAINES PH: (540) 678-0442 FX: (540) 545-8942 LOCATION PLAN SCALE: 1 " = 2000' GRAPHIC SCALE 50 0 50 100 SCALE: 1 " = 50' 1 1 COUNTY REVISIONS 3/15/02 0 IFC SUBMITTAL 2/27/02 B 60% SUBMITTAL 2/07/02 A 30% SUBMITTAL 1/17/02 REV NUMBER DESCRIPTION DATE REVISIONS KRAFT KRAFT FOODS INC. CORPORATE ENGINEERING MADISON, WISCONSIN Wash!ngton 1. PARCEL AREA: 30.00 ACRES 2. ZONING: M-1 Industrial/Process 3. USE: MANUFACTURING 10490 LITTLE PATUXENT PARKWAY PHONE: (410) 423-2500 4. PROPERTY IDENTIFICATION #: 54 ((A)) 36H AND 36G COLUMBIA. MARYLAND21044 FAX: (410) 423-2570 5. MAGISTERIAL DISTRICT: STONEWALL 6. BUILDING SETBACK REQUIREMENTS IN ZONING DISTRICT M-1 PER THE WORK ORDER: 25354 KRAFT CONTRACT NUMBER: FREDERICK COUNTY ZONI��G ORDINANCE ARE AS FOLLOWS: WASHINGTON SIGNATURES -FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS = 75' DEPARTMENT CIVIL 1ARCH[TECTURAL STRUCTURAL MECHANICAL ELECTRICAL PE MANAGEP -FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS = 75' -SIDE YARD SETBACK = 25' INITIALS DATE -REAR YARD SETBACK = 25' BUILDING SETBACKS PROVIDED: -SIDE YARD BUILDING SETL'ACK 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 = -THE POSTED SPEED LIMIT ON WEST BROOKE ROAD IS 35 M.P.H. A/KRAFT/PE/PM A/KRAFT/PEBDE A/KRAFT/PE/CSM -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'. KRAFT PROJECT NO DRAWING SCALE PHASE 10. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING WIN 1701 1"-50' UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. CADDFILE NAME CADD PLOT SCALE ❑C°`I°=D- ❑30'. ❑�. ❑�- ❑1� ■FINAL 11. ROOF RUN-OFF SHALL BE CONVEYED AWAY FROM THE BUILDING EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS OR TIED DIRECTLY TO EXISTING STORM DRAINAGE SYSTEM. THIS WORK SHALL BE COORDINATED DIRECTLY DATE WITH OWNER, WITH ADDITIONAL PLAN INFORMATION PROVIDED AS�ti'''=�'' c ;,`t`'- 2/27/02 SHEET NUMBER NECESSARY BY ENGINEER. 12. ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM TO THE STANDARDS t:y f; DRAwN BY 13. OF THE FREDERICK COUNTY ZONING ORDINANCE. NO OUTDOOR STORAGE IS PROPOSED WITH THIS ADDITION. �:. ;`--- .:=: •- CAM C01 CHECKED BY _ 14. THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES. g_ ;• � PROJECT NUMBER 25384 CLASSIFIC O .II�pD COMPANY PRIATE 0 N fly L K J H 9 F E N 0 0 5 7 10 1 11 1 12 1 13 1 14 1 15 16 I 17 18 0 S 4%° 37' 36" E 4 r� a1 IT 22.00 FT N 22 �3 7--------- I 9 E•J I L K J H i M F M C i B i 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 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) 50 -100 lbs. / acre CEREAL (WINTER) RYE (SECALE CEREALE) 50% 50% FEB. 16 - APR. 30 ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) 60 - 100lbs. / acre 100% MAY 1 - AUG. 31 GERMAN MILLET (SETARIA ITALICA) 50lbs. / acre 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 LOUEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10 - 20lbs. / acre IN MIXES. DUST CONTROL MEASURES 6'SS ski... Oy i '96 + 6 4 69S p9 9 69 69 �S9 --------- +_ +69� 9 --- +6'9 6'9S J4 ;+ 696 h6 99 9SS C+ dO +---------------------- 69 ----6 --- sf9-------- 9S 99 9,S � ________� + 699/ � "•ss? 6`99 ' I I I I , I I I I I 6, 6' 996 9S, + 6' I � � A \' sf S S. 9 6, \ t 69 O S •o I ` I it � 69.i s9� •s 6' 9'0� I' -- _------------+--------------+-_ ------ \ 57 + 6' \ 9 6 + 69 s + 69 6'9 t -------------------I-` o s. 69 S6' ,99/ 69SS 14 I 15 I 16 I 17 I 19 ---- _ F _ - #li - 4?° 2� r 1 305. 59 FT 69, s -- - --------- 70-------- ----- -� \ 69 ( .R - - ------ rr- e 7-Q _ 6 6� 9�x� 09 S y x KRAFT FOODS INCORPORATED so _ .. 6Q off. 698 -- _ - CORPORATE ENGINEERING 6� -+ 696 63 os9 + 9 0 696T +�S +e 9 MADISON, WISCONSIN dii,j 5 YS + � :y: ,u hl �.: ------- -- ---- - -'-----.._-.-.._ - -- ---- - '------ - -----�------- a 4. E: ro. _ 9 %/:'/yyCCSxa% . �f . D<.%C%: 'Y'�.' ' "f L�:.�':6..Y1�� 9 _ _ _ _ _ _ _ _ _ •/ _ _ _ _ - 7 +'`S ---_S- �.: / "9 sow r•Ec%�s::: •: ,jt>% s; :. .':;. :Yr.. lv x: ;v � . '- 9 6 - - - - 6 6 . 6�9 -, -� 9 --- 9s "� BUILDING ADDITION �( Xs F •S �� 9 + " - 691� 2002 EXPANSION •K^ 9, 69 , + sy- 9 n � $ Ir e �' s so a y� 6 xF t _ 6- + 1 ? + _ _ 696 - .• , KRAFT FOODS INC. ss .' + 53 6e'96 . /f 6 it �'9 STM GRATE rn 1i + fi89- TOP-6g.1�5 WINCHESTER, VIRGINIA is o 69 692 INV=685.2C�� i -- +6_________---------` --- WARNING: W.V. �� 6d a 6B------- 6y, x----------- --- 8------------- ------------- - F--- ----- __ -f--- --- - $ _9 ^ ,9 �I This document is the property of the Kraft Foods Inc. Ireproduction and/or distribution 6 6 F i 6s9 r f f 683 i 94 +9 is prohibited without the express written permission of: Krafts Foods Inc.. Corporate Engineer.ng. s --; - D •B + ^a _ '3• ,- '� 6�p 6 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 i +83 reserved. py 69 99 6 , > . �j� , //7 T j ! 6 S d 17 9 S� Gip s6 GENERAL CIVIL NOTES 6 + ��/` •3 ` 6 6 1. CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT yr I € e, s9 sy REQUIRED AND SHALL PERFORM ALL WORK INCLUDING RESTORATION 6'j + S, j + +'�y�� I _ 6 6 6 + # 69� 9> 9� 3�6' KEYED CIVIL NOTES FOR THE COMPLETED INSTALLATION OF UTILITY SYSTEMS AND ALL 69 + 6 OTHER IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY. UNLESS + 9� x : ( a9 69O 9� i a 696 w 6 i I C € 6s as q}�' OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK WILL BE IN /i.9'g.6k97dy ',: k ss �9'9 '8, 1 APPROXIMATE LOCATION OF MANHOLE. TOP TO BE Cl) ACCORDANCE WITH THE APPLICABLE STANDARDS AND CONTRACT LOWERED AND FRAME SET TO FINISHED GRADE. SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH, COUNTY OF FREDERICK PC s s Sta 1 +64.00 , AND THE CONTRACT DOCUMENTS. MEASUREMENT AND PAYMENT „ .� f ` + s i s CLAUSES DO NOT APPLY. 6s 694 �. Rq' 9 se +6699 i �- �s 9s s3 2. ANY DISCREPENCIES FOUND BETWEEN THE DRAWINGS AND x'C D 6 9 I SPECIFICATIONS,AND SITE CONDITIONS OR ANY INCONSISTENCIES s�y s OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE 689.5 9 v +ssi IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING, WHO SHALL 9s PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES IN 69 tli i> I I WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY �9l OF SUCH DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES, �/ KEYED DEMOLITION NOTES WITHOUT CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL ' + I % BE DONE AT THE CONTRACTOR'S RISK. �0 + sss, �i 3. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS ' 1 30" RCP, TO BE REMOVED REQUIRED PRIOR TO STARTING WORK AND SHALL ADHERE TO THE 1 + +s s a l CONDITIONS IMPOSED. 6ss ss I ' % 4. EXISTING TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON II ssIss9 I 2 30" RCP FLARED END SECTION, TO BE REMOVED FIELD SURVEY PERFORMED BY GREENWAY ENGINEERING, FEB 2002. +' ka EXISTING UTILITY INFORMATION IS BASED ON THAT SAME SURVEY N +: 63S ; `'' I / AND INFORMATION OBTAINED FROM THE OWNER, AND SHALL BE 0 o 99 + a 9 ° 0? ---------- I 3 EXISTING JOB TRAILERS, TO BE RELOCATED BY OTHERS CONSIDERED APPROXIMATE. 05. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION 69� - 9:_: --------------------- STAKEOUT. I 69 1 6a I ALLDIMENSIONS AND ELEVATIONSHOWN S C+E 9S ON THE � . 6 69 II CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED BY THE CONTRACTOR 9 I PRIOR TO BEGINNING WORK. .Y. +-- 6. CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING 6 S 6, 99 UTILITIES AND NOTIFY THE ENGINEER OF ANY CONFLICTS WITH o,- 9�9 I EXISTING AND PROPOSED UTILITIES. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES. Y 0;mod ANY DAMAGE INCURRED SHALL BE REPAIRED IMMEDIATELY TO THE - ' ®`� I % SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE. II/ 6�3 �p �O �- I + , + 7. CALL "MISS UTILITY" 1- ) ( ) ,. 6 14 I St 3+13.80 I sus a / 6 `800-552-7001 FORTY EIGHT 48 HOURS / ss PRIOR TO ANY EXCAVATION. 1d4 I 8. CLEARANCE AT ALL UTILITIES MINIMUM OF 1'-0". 9. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS, UNLESS y +61 i i 69Oo �� OTHERWISE NOTED. .. s�•��'ri. I , �'� � I I 10. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 4 , \ TO THEIR ORIGINAL CONDITION. X, 11. ANY UNSUITABLE OR EXCESS MATERIAL SHALL BE IMMEDIATELY LOADED AND HAULED TO AN OFFSITE DISPOSAL AREA APPROVED BY �'� \ I + FREDERICK COUNTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR I / / \ I OBTAINING THE APPROVAL FOR OFFSITE DISPOSAL AREAS. , i \ + 63S I + : II 66�6 + i + X. 12. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE 692s 9 6g9� I COURSEOF THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ,6,� i ', s I I 9,, , I GEOTECHNICAL ENGINEER / OWNER. i 13. ACCESS BY EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. LEGEND F� PARKED CARS, CONSTRUCTION MATERIALS, SOIL STOCKPILES, ETC MUST NOT IMPEDE ACCESS TO FIRE HYDRANTS AT ANY TIME. 14. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING EXISTING PROPOSED DIMENSIONS. CONC. BIT. CONC. 15. PLAN FOR ROUGH GRADING ONLY. GRADES SHOWN ARE FINISHED ELEVATIONS, SEE Z03 FOR PAVING SECTIONS 16. SEE Z04 FOR EROSION AND SEDIMENT CONTROL DETAILS u :z. ROADS ---------------------- ------------- ROAD CENTERLINE - CURB f- I II BUILDINGS I , I i I ' ' FENCE 0� DECIDUOUS TREE +\ CONIFEROUS TREE ------ PROPERTY LINE STORM SEWER - - - - 690 690 INDEX CONTOUR -------- 688 - 688 INTERMEDIATE CONTOUR 2876.3 x 5+45.00 34.00' L SPOT ELEVATION 689.28 PLANT N 1 1 COUNTY REVISIONS 3/15/02 0 IFC SUBMITTAL 2127102 B 60% SUBMITTAL 2/07/02 A 30% SUBMITTAL 1/17/02 REV NUMBER DESCRIPTION DATE REVISIONS KRAFT KRAFT FOODS INC. CORPORATE ENGINEERING MADISON, WISCONSIN Washington Industr/aUPr=m 10490 LITTLE PATUXENT PARKWAY PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21044 FAX: (410) 423-2570 WORK ORDER: 25354 KRAFT CONTRACT NUMBER: WASHINGTON SIGNATURES DEPARTMENT CIVIL ARCHITECTURAL STRUCTURAL MECHANICAL ELECTRICAL RE. MANAGER INITIALS DATE KRAFT RELEASE FOR CONSTRUCTION I A/KRAFT/PE/PM I A/KRAFT/PEBDE I A/KRAFT/PE/CSM DRAWING TITLE DEMOLITION, ROUGH GRADING, EROSION AND SED. CONTROL PLAN I 6 B c f I �y. CJ� S + + + I YJ 0 0 0 6 o �O S \1 °p KRAFT PROJECT NO DRAWING SCALE ' < �B N-� r- ---- ----_-----+ `� _-_--8-6 6---�I-----------------\��-- PHASE -I-r�------. _ N i I WN 1701 9 B 6 --- -----F-a=----------------------------r------T-------------- -- / Q. \ 9\ S�� 6-WV'------WV'---------------� 1\ �9�------- iIIII CApDD��FILE .NS.AME H OCnAbDjD PLOT S2C/2A7Li0E2 ❑CONCEPT 0- �9c% 100% =INAL .00 0 E6 s 3 '�+ I LIGHT s +66SLT6so� �+POLE DATE� e/6SHEET NUMBER6s +1 ; + 6, 24 "RCP GRAPHIC SCALE T ``�� ✓, DRAWN BY .74 i B 9, I r- c 3r e _ ✓� I 6 �.�u! RT11M $ WA CHECKED BY 6a ' I ,33 ii`I 6 66 S6 I o r ✓ w CAM 69 6 + �I + s� ' ffi�S^/' ? 0. 6 5 7 5 S M H I 30 20 10 0 30 60 I a Z01 A \ \ 6�°� d� f 66 ' 1 6 + % 66S Ssj/ , 6 12 +6 ; +6 a I ►�o. C135565 ss 6 ' 4• l } r s so ®� TOP=685.9� .d 5 j1 S I PROJECT NUMBER o, s� s I U 9r. SCALE: 1" = 30' 6 °j s° %' 6ss I 68 ` I N V =6 8 0. 44 I N f h `C 7 c 25384 +-693----.....-----+fi_ 3 I ss j �:\ 9 $ IN`J=680.39 OUT '01VAL� 2 CLASSIFICATION: ------------ ------------ --- - -_---- 9-------- --� -_----------------------------------------------------vcP3 COMPANY PRIVATE t 1 2 3 4 5 1 6 7 8 9 10 11 1 12 13 14 15 16 17 t 18 Qq� ' I5� 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 NECESSARY: (CHOOSE 1 METHOD) ADHESIVE EMULSION WATER DILUTION NOZZLE TYPE APPLICATION RATE (GAL. / AC.) ANIONIC ASPHALT 7:1 COARSE 1200 LATEX 12.5:1 FINE 235 RESIN -IN -WATER 4:1 FINE 300 l I r I I U IIf I V I V I ,u 1 „ 1 12 1 13 1 14 11b II b I N 47022 _3 E 678.91 FI P I l BASE LINE DESRIPTIONS X N X L IN J I I� t in (V N co zz - I M 0 v I ft G POINT B-1 E 14953.6850 N 9926.3730 - EX BLDG CORNER POINT B-2 E 14777.0570 N 10088.7330 - EX BLDG CORNER BASELINE A POB 0+00.00 E 14940.23 N 9669.39 164.00' S 42A35'23.44" E PC 1 +64.00 E 14819.49 N 9780.38 Radial direction from PC to CC is S 47A24'36.56" W Radial direction from CC to PT is N 8W1Oil 7.38" E Radius 120.00 Delta 35A45'40.82" Degree of Curve 47A44'47.34" Length 74.90 Tangent 38.71 Chord 73.69 Middle ordinate 5.80 External 6.09 Chord direction S 24A42'33.03" E PRC 2+38.90 E 14752.54 N 9811.18 Radial direction from PC to CC is N 8W1Oil 7.38' E Radial direction from CC to PT is S 47A24'36.56" W Radius 120.00 Delta 351\45'40.82" Degree of Curve 47A•44'47.34" Length 74.90 Tangent 38.71 Chord 73.69 Middle ordinate 5.80 External 6.09 Chord direction S 241\42'33.03" E PT 3+13.80 E 14685.60 N 9841.99 261.00' S 42A35'23.44" E POE 10 5+74.80 14493.45 10018.62 BASELINE B POB 0+00.00 E 14845.48 N 9566.32 140.00 N 47A24'36.56" E POT 1+40.00 E 14940.23 N 9669.39 400.00 N 47A24'36.56" E POE 5+40.00 15210.92 9963.88 Z02 Z02 Z02 i ii i + o � � + --- E 1305.59 FT0 ------ ----- fi �� _-- NO 1 . 5' 9 -- - ----- �_ ------ S ---- _700- +6 +6� 6�p X ' x p 69 g + ' ��? - 9d 9� S p �` o �6 `';� - - • p: �U --�-tom _ 11 •o 698696 - „ y x.z 69O - �99q + 6 + 69 q O + 6 6 - - Ill 9> - + �l O ;- ^'9 O .,: J'�`< :$, .l p ,.h,f "`?':.<'r'y',• ' ) r...Jl194 - 69 by � -�_ 'p 6 6 rs: qq 69 -•7� lI f j' . LO r � � � 1 �� 6,9 •6' _ _ + 69 6 p + -----�----- --�----� S - r w ` rz ..__ y"�: - - - - - - - - - .<.. .:, . ... > fix' - : 69 6.68' R / + 1 O V 9200 69p ' u � s9 6" V f r r F H 6 6 J �: 69�2 96J� �p�� Q` �90 ti7.50' R 6 6 If VALE r � I s, 3 --- 1 CONCRETE PA ENT 6 s 5i fir¢ j� i- } 6 r69 y I 3+31:30 7?.50' R dam. Q` 6 d� Z02 Z03 (TyP) 9� rn +6O 6i9 y +6 TI 9 2� 6+63.30 70 Ott R e + s9 ) 89.00 69��' 3+31.3a'' t74.{10''R \ _ ` ----- _---_--__- 46_ ______ -----_-____--1---=- 1 687.30 1 W. V. 9 6 6 I < JE FOR EROSION CONTROL 6 t----------_-1--------,� --------- -------- �91 F -- 9 :s. 66 - 6B + _, 9 T: „: 9 6 11 2+63 69 3 49 R �9 '9 s +69 9 6g"' 2+ 3. 113.00' R ��,.< %;k,-6�� - 711 - q! - _ 6 �) S6 �p I k^ 99 9y 9g 6 �/ / Y9/ �,'% 9 i T / %� 6 9s � + 6 8�.20 9e pp r / $� ":6 � ��j � p 9e-*68.30 11�3.Or-u' RR & + 6 p9 I 687.03 t r �ALTIC CONCRETE PAVEMENT 9�s Y `I 6 > I r ��>6 i `�.. �96> + 3$�4.49 122 49' ,r I a 0+ 6' CD 61 96 9 --------------------------- o 69 6,9 '539-------------- •S 699iS j6"9 PC 6' 99 Sta 1 +64.00 l 694 I lIIII t ' �Ec3 SOILSTABILIZATION MAT }696y 202 Z03 (TYP) ! 69 `�6' RETAKING WALL x=` •<y 202 Z04 (TOP 689.�0) ' s9 :r' �\ +s h'u ">> o€: - 6 6 + 9 a 3+41.00, c 6'9 + 693.20 6' 3+41.00 78.00' R 3+4i.00 4 693.0 6 v 6Q 6''q + 6 90, EXISTING GRAVEL LOT RETAINING WALL 202 Z04 (TOP 689.90) '-6'NN INLET 202- 1 Z03 5 TRENCH DRAIN 202 1 Z03 0 689.98 POINT B2 'n LL 0 o KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN BUILDING ADDITION 2002 EXPANSION [[ KRAFT FOODS INC. N WINCHESTERf VIRGINIA WARNING: = This document is the property of the Kraft Foods Inc. Futher reproduction and/or distribution r 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 rights approval of the individual whose seal appears hereon.AJI g Ms of aesi gns or inversions are reserved. GENERAL CIVIL NOTES Phi 1. CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED AND SHALL PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY. UNLESS - OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK WILL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS AND CONTRACT SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION , VIRGINIA DEPARTMENT OF HEALTH, COUNTY OF FREDERICK, AND THE CONTRACT DOCUMENTS. MEASUREMENT AND PAYMENT L CLAUSES DO NOT APPLY. 2. ANY DISCREPENCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS,AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES IN o WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES, WITHOUT CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE CONTRACTOR'S RISK. 3. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS K REQUIRED PRIOR TO STARTING WORK AND SHALL ADHERE TO THE CONDITIONS IMPOSED. 4. EXISTING TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON FIELD SURVEY PERFORMED BY GREENWAY ENGINEERING, FEB 2002. EXISTING UTILITY INFORMATION IS BASED ON THAT SAME SURVEY r AND INFORMATION OBTAINED FROM THE OWNER, AND SHALL BE CONSIDERED APPROXIMATE. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALLDIMENSIONS AND ELEVATIONS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 6. CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY CONFLICTS WITH EXISTING AND PROPOSED UTILITIES. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES. ANY DAMAGE INCURRED SHALL BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE. 7. CALL "MISS UTILITY" (1-800-552-7001) FORTY-EIGHT(48) HOURS PRIOR TO ANY EXCAVATION. 8. CLEARANCE AT ALL UTILITIES MINIMUM OF V-0". 9. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS, UNLESS OTHERWISE NOTED. f 10. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. 11. ANY UNSUITABLE OR EXCESS MATERIAL SHALL BE IMMEDIATELY LOADED AND HAULED TO AN OFFSITE DISPOSAL AREA APPROVED BY FREDERICK COUNTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE APPROVAL FOR OFFSITE DISPOSAL AREAS. 12. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE SIDEWALK COURSEOF THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE GEOTECHNICAL ENGINEER / OWNER. 13. ACCESS BY EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. H PARKED CARS, CONSTRUCTION MATERIALS, SOIL STOCKPILES, ETC MUST NOT IMPEDE ACCESS TO FIRE HYDRANTS AT ANY TIME. 14. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING CONCRETE PAVEMENT DIMENSIONS. KEYED CIVIL NOTES FINISHED SLAB ELEVATION 689.67 COORDINATED WITH PREFABRICATED OFFICE BUILDING SHOP DRAWINGS O APPROXIMATE LOCATION OF MANHOLE. TOP TO BE -EXPANSION JOINT LOWERED AND FRAME SET TO FINISHED GRADE. I G )CONCRETE PAVEMENT .... 1 1 s a Y )y t y..�,;:M>T.. �'f � `L. '25?y�Wii R�:',AY£�£.,�� f ♦ eti r 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 � 12 I 13 I 14 I 15 I 16 l 17 I 18 I P 0 N M L K H G E D B A I SEE JOINT CONIC. PAVEMENT DETAIL THIS SHEET 4:•' :� v.D.Q o � P.D.' -IX X X ' X e o•. a. WWF HOLD BACK :p. p 3" FROM JOINT CONTROL JOINT DETAIL NOT TO SCALE CONC. PAVEMENT Q:'. • V : 4. .c:.•D X X -X X�°o a WWF HOLD BACK a 4. 3" FROM JOINT .4d.v:.• o BUTT JOINT t" DIAMETER, 18" LONG DOWEL SPACE 12" CENTER TO CENTER. ONE END PAINTED AND OILED. CONSTRUCTION JOINT DETAIL HEAVY DUTY CONCRETE PAVEMENT PAVEMENT i °. °. 3" BM-2 °N d ' X X -O° q\ 8" VDOT #21-B ° - 5' MIN. WWF APPROVED PLACE NEW A.C. PAVEMENT SUBGRADE AGAINST CONCRETE SLAB RIGID PAVEMENT ABUTTING FLEXIBLE PAVEMENT OR GRAVEL NOT TO SCALE TEJ REQUIRED AT INTERSECTION OF PAVEMENTS SEE JOINT SEAL DETAIL b 4Ile .p•.•• •tie• � 5MIN J NON -EXTRUDING JOINT FILLER STRIP THIICKENED-EDGE EXPANSION JOINT (TEJ) DETAIL NOT TO SCALE NOT TO SCALE r 3/4' � PAVEMENT r (MIN I SURFACE 00 MIN PAVEMENT 47. T SURFACE PAVEMENT • SURFACE c9 - POURED v•:; POURED JOINT JOINT SEALER SEALER SEPARATING N BACKER - SEPARATING TAPE MATERIAL TAPE NON -EXTRUDING 3/4" -- INITIAL JT FILLERMINT- SAWCUT (3/16) 3/4„ DETAIL B OR INSERT MIN I JOINT DETAIL A BOTTOM CONTROL JOINT EXPANSION JOINT (USE EITHER DETAIL A OR DETAIL B) +/- 20' +/ 20' CONTRACTION JOINT SEE PLANS D ��•// D_�• /M • A'�X—Yr /'--�/X D 4 • trX• • •> y n �•Q•X2 Q � Q � e• /� . /X. _ C o D D' 0 0 0 �o o �o �o 0 0 0 0 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: 8" 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 NOT TO SCALE 1.5" HOT ASPHALTIC CONCRETE SURFACE SM-2A 3" BASE MIX @M-2 8" CRUSHED AGGREGATE 0 0 o Oo BASE TYPE I, 21-13 COMPACTED TO 95% STANDARD PROCTOR - -- DENSITY. --SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. ASPHALTIC CONCRETE PAVEMENT SECTION NOT TO SCALE - 30' LIGHT POLE BASE PLATE SEE ELEC DWGS 1" CHAMFER TYP 3/4" NON -SHRINK GROUT II..II I (4) 1" DIA ANCHOR BOLTS to co zo (D 0 cri 2, R I I I N 1" PVC LIGHT CONDUIT > POLE TYP GROUND 8 U #9 BAR AROUND CONDUCTOR PERIMETER #3 TIE SEE ELEC DWGS AT 12" OC TYP BASE DETAIL BASE PLAN 4 BA LE HT TYPICAL LIGHT P E DETAIL C G O S MEN NOT TO SCALE 0 0 NON -PLASTIC PIPE PIPE MAXIMUM DIAMETER A. 24" & UNDER 12' OVER 24" 18, �- BACKFILL SHALL BE IN ACCORDANCE WITH SPECIFICATIONS BEDDING MATERIAL TRENCHING AND BEDDING NOT TO SCALE 4) 1" DIA ANCHOR BOLTS COORDINATE WITH LIGHT DOLE MANUFACTURER (12"x1 " :EL BASE PLATE C,UNC BETE FOOTING 12" GRATING SEE REBAR TYP - TRENCH DRAIN DETAIL -- - - EXISTING PIPE - CONCRETE SLAB CONTROL JOINT �- #5 BAR AT 12" OC #5 BAR AT 12" OC EACH FACE TYP - N O } EACH WAY LENGTH TYP 0 MIN CONTROL b CUT OFF TOP HALF JOINT TYP a-U ~ CONCRETE BOTTOM OF EXISTING 7 - CONCRETE INLET 4'-0" TYP OF DRAINAGE TRENCH - -- PIPE TO ALLOW (BELOW) - -� DRAINAGE I --- ! �� ', o�— � � X a X�+X -D Q- a (: - G 4 - • 4 c co 12" GRATING SEE I I - TRENCH DRAIN DETAIL i .� Q • - 0 >O m cq U I I I I CONCRETE ----------=------ -- -------------- - -L- SHOULDER - 1 - I I • ,r' 0 • S -- CONCRETE FILL #5 BAR o SLOPED TOWARD N AT 12" OC TYP -- 8„ PIPECP r o D - o" TYP '- N #9 BARS - - - - - - - AT 6" OC • • #5 BAR EACH FACE - - - AT 12" OC I CONCRETE BOTTOM I L-_______r---------------- -7 � I EACH FACE OF DRAINAGE TRENCH - TYP - I I m - D D • p-D• > �•- o �- I I 8 4'-0" 8" 4 G o o D #5 BAR _5 4' .� AT 12" OC EACH FACE - O CONTROL JOINT - i �'� U 7'-10• 1' . ). I ------ - -----------------------------------------L------------ ------------------- TYP I I I I 4' 10" I I V s INLET PLAN INLET SECTION 202 Z03 SCALE: 1"-1'-0" 'L SCALE: 1 "-1'-0" 12" GRATING SEE EXISTING PIPE TRENCH DRAIN DETAIL #5 BAR AT 12" OC EACH FACE EACH WAY TYP OD OF PIPE i CONCRETE FILL w > SLOPED TOWARD Ov >_ PIPE 4'-0" TYP ® V- -• , D �- • D •�- - ,• D • p� 'p - >> 1 c) U CONCRETE SHOULDER Z, / �% #5 BAR AT 12" OC #5 BAR >� j 8• EACH FACE TYP AT 12" OC TYP LTYP 4LQ #5 BAR - - - o AT 12" OC '• _ • •. r , s • •. r . s • •_ • EACH FACE D - - D' - - D - - D- #9 BARS AT 6" OC EACH FACE -- 5'-4• 2 T-4" TYP s INLET SECTION SCALE: 1 "-1'-0" 12" GRATING NEENAH CONTINUOUS FRAMING R4990-CX TYPE A TYP BOTH SIDES (1) #5 BAR AT 12" OC OR EQUAL INSTALL PER EACH FACE TYP MANUFACTORER'S MIN 4'-0" LENGTH RECOMMENDATIONS Ul z EE 2 (1) #5 BAR AT 12" OC CONTROL CONCRETE SLAB < CM> EACH FACE TYP JOINT TYP D7 IVD D• • Q . o . �' Q o ' >t1 co } U F- CONCRETE 1 SHOULDER p • • 1 #5 BAR7-7 AT 12" OC L 10" TYP m BOTTOM OF 2'-10' CONCRETE TRENCH DRAIN (1) #5 BAR AT 12" OC EACH FACE - SECTION THROUGH OPEN CONCRETE CHANNEL 0 MIN SLOPE 0.5 /o r57 TRENCH DRAIN ti SCALE: 111-V-0" VDOT EW1 7- 101.01 OR BELL #8 BAR AT 6" OC EACH FACE POUR AGAINST ��- e• e e' e e e e. e e•• UNDISTURBED e e •e e e e 'e e EARTH aD e' ° •° e ° • ° e A:e D D EXISTING 21"RCP CONCRETE -- e e e e e #8 BAR TYP • e' , ; • CONTINUOUS , ••e A e ALONG LENGTH e • ' - \ OF ENCASEMENT ENCASE EX. 21" RCP FROM 164' RIGHT OF BASELINE B TO THE EXISTING MANHOLE APPROX. 85' RIGHT OF BASELINE B s STORMDRAIN ENCASEMENT 202 Z03 NOT TO SCALE KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN BUILDING ADDITION 2002 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 wntten permission of: Krafts Foods Inc., Corporate Engineering, Madison, Wisconsin. Information on this document is not to be altered except wdh the written approval of the individual whose seal appears hereon. All rights of designs or inventions are reserved. F j I-' J, I H GENERAL CIVIL NOTES 1. VDOT DETAILS CAN BE FOUND AT: http://www.vdot.state.va.us/LocDes/Electronic%20Pubs/2001 %20Standards/standards.htm G F 1 COUNTY REVISIONS 3/15/02 0 IFC SUBMITTAL 2127102 B 60% SUBMITTAL 2/07/02 A 30% SUBMITTAL 1117102 REV NUMBER DESCRIPTION DATE REVISIONS KRAFT FOODS INC. E KRAFT CORPORATE ENGINEERING MADISON, WISCONSIN Washington Industrial/Process 10490 LITTLE PATUXENT PARKWAY PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21044 FAX: (410) 423-2570 NORK ORDER: 25354 KRAFT CONTRACT NUMBER: D WASHINGTON SIGNATURES DEPARTMENT CIVIL RCHITECTURAL STRUCTURAL MECHANICAL ELECTRICAL P.E. MANAGER INmAl3 DATE KRAFT RELEASE FOR CONSTRUCTION A KRAFT/PEiPM A/KRAFT/PE,BDE A/KRAFT/PE/CSM DRAWING TITLE DETAILS KRAFT PROJECT NO WIN 1701 DRAWING SCALE 1 "=50' PHASE ❑ coNCEP ❑saes ❑ sow ❑eov ❑ toots FINAL CADD FILE NAME CADD PLOT SCALE = L TI t O DATE - _ QI ti - w 2/27i02 � � A o G� - ✓ DRAWN BY - U _ ,. - t ecai:�ri� , s'IE$ ?�„LLACE CHECKED BY No.035565 CAM '� PROJECT NUMBER VDOT CG6 201.03 25384 CLASSIFICATION: 3., COMPANY PRIVATE c 8 B SHEET NUMBER Z03 A 1 ( 2 I 3 ( 4 I 5 I 6 I 7 I 8 I 9 I 10 11 12 13 14 15 16 17 18 Q I I c I I `+ 1 I 10 I / I 8 I 9 10 12 13 14 15 16 17 u M 0 ISOLATION JOINT t -3/4" CHAMFER TYP SEE DETAIL p - #7 BAR AT 12" OC CONCRETE SIDEWALK SEE DETAIL - D -- #5 BAR AT 12" OC 0 0 ` 2S (XkS p 00 o O - #57 STONE W/ 8" MIN THICKNESS ' WRAPPED IN GEOTEXTILE Q a D STONE EXTENDING FROM SIDEWALK 0 0 0 0 HOLE SPACED AT 10'-0" OC 0 o O o a ISOLATION JOINT D SEE DETAIL 00 0 . _ D CD \ CONCRETE (� _ _ / LOADING DOCK ---- SEE DETAIL #7 BAR AT 12" OC p 2'-0" V-6" i #5 BAR AT 12" OC 0 0 ' #7 BAR AT 12' OC - 4'-6" 1 RETAINING WALL K 202 Z04 SCALE: 1 "=1'-011 DETAIL NOTES: 1. PROVIDE STEPPED FOOTING AND DOWEL W/ #5 BARS AT 12" OC INTO EXISTING COLUMN FOOTING. SEE STRUCTURAL DRAWINGS FOR STEPPED FOOTING DETAIL. J WIDTH VARIES, SEE PLAN I FINISHED SLOPE," PER FOOT GRADE IN DIRECTION OF 4" 2" SURFACE DRAINAGE if o 0 =III=_III=III n D o 0 II CONCRETE 6" x 6' - W2.9 x W2.9 WWM. SUBBASE BREAK WWM AT CONTROL H AND EXPANSION JOINTS NOTE: CONTROL JOINTS SPACED AT 3' TO 5' INTERVALS SHALL BE INSTALLED IN THE SIDEWALK CONCRETE TO FORM SQUARE PANELS. EXPANSION JOINTS SHALL BE PLACED WHERE SIDEWALKS ABUTT EXISTING STRUCTURES. SEE DETAIL 1 ON Z03 FOR JOINT DETAILS SIDEWALK DETAIL F C B A 21 Z04 NOT TO SCALE 0 0 v #5 BAR AT 12" OC #7 BAR AT 12" OC 4'-0" ADD CORNER BARS TO MATCH SIZE AND SPACING OF HORIZONTAL REINFORCEMENT 2 WALL CORNER DETAIL NOT TO SCALE NOTE: VERTICAL REINFORCEMENT NOT SHOWN FOR CLARITY. 4" 2- Y. 4'x4'x 3/8 " THICK GALV. STEEL PLATE 3/8 "DIA. ANCHOR BOLTS W/'h' DIA. HOLES IN PLATE ---------------- I I I co 10 I � N I � GALV. STEEL GUARDRAIL I SEE ARCH. DRAWINGS y 2 3/4" GUARDRAIL CONNECTION DETAIL NOT TO SCALE 0.1524 FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) V DOT #1 COARSE AGGREGATE-- OO° Qoo'BoJ c �"000°ov� 0 0.914 FLOW o o o C�D 0 o o S Dori o 0 0 00 �j 0 `� oC o�0 0C�0000 00 o -- 0.81 HECTARES (2 ACRES) OR LESS OF DRAINAGE AREA 0.1524 no o FILTER CLOTIF (OPTIONAL) (DOWNSTREAM VIEW) V DOT #1 COARSE AGGREGATE FLOW o°O 0 0 0.914 0 00 CD o 0 - ° o CLASS 1 RIPRAP 0.81-4.05 HECTARES (2-10) ACRES OF DRAINAGE AREA REMOVAL OF PRACTICE UNLESS THEY WILL BE INCORPORATED INTO A PERMANENT STORMWATER MANAGEMENT CONTROL, CHECK DAMS MUST BE REMOVED WHEN THEIR USEFUL LIFE HAS BEEN COMPLETED. IN TEMPORARY DITCHES AND SWALES, CHECK DAMS SHOULD BE REMOVED AND THE DITCH FILLED IN WHEN THEY ARE NO LONGER NEEDED. IN PERMANENT STRUCTURES, CHECK DAMS SHOULD BE REMOVED WHEN A PERMANENT LINING CAN BE INSTALLED. IN THE CASE OF GRASS LINED DITCHES, CHECK DAMS SHOULD BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHOULD BE SEEDED AND MULCHED IMMEDIATELY AFTER THEY ARE REMOVED. THE USE OF THE FILTER CLOTH UNDERNEATH THE STONE WILL MAKE THE REMOVAL OF THE STONE EASIER. MAINTENANCE CHECK DAMS SHOULD BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH RUNOFF -PRODUCING STORM EVENT. SEDIMENT SHOULD BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL HEIGHT OF THE MEASURE. REGULAR INSPECTIONS SHOULD BE MADE TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. EROSION CAUSED BY HIGH FLOWS AROUND THE EDGES OF THE DAM SHOULD BE CORRECTED IMMEDIATELY. STANDARD SYMBOL: ROCK CHECK DAM CD 10001 150 � 5'1 EX. PAVEMENT III=III- FILTER CLOTH MOUNTABLE BERM (OPTIONAL) EX GROUND SIDE ELEVATION WASHRACK EX PAVEMENT (OPTIONAL) �A 22.0 MIN. z B BCn III III 3000 MIN. I �A VDOT #1 COARSE AGGREGATE POSITIVE DRAINAGE TO SEDIMENT s MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS OPERATION. PLAN VIEW 3600 MIN. 0 75 MIN. III=III=11- J FILTER CIATH- SECTION A A 2000 MIN. V "4Z REINFORCED CONCRETE DRAIN SPACE SECTION B-B CONSTRUCTION SPECIFICATIONS THE AREA OF THE ENTRANCE MUST BE EXCAVATED A MINIMUM OF 75 AND MUST BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE FILTER FABRIC UNDERLINER WILL THEN BE PLACED THE FULL WIDTH AND LENGTH OF THE ENTRANCE. ON PAVED AREAS, PLACE FILTER FABRIC ON PAVEMENT, NO EXCAVATION REQUIRED. FOLLOWING THE INSTALLATION OF THE FILTER CLOTH, THE STONE SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. IF WASH RACKS ARE USED,THEY SHOULD BE INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CON- STRUCTED ACCORDING TO SPECIFICATIONS, CONVEYANCE OF SURFACE WATER UNDER ENTRANCE, THROUGH CULVERTS, SHALL BE PROVIDED AS REQUIRED, IF SUCH CONVEYANCE IS IMPOSSIBLE, THE CONSTRUCTION OF A 'MOUNTABLE' BERM WITH 1V.5H SLOPES WILL BE PERMITTED. THE FILTER CLOTH UTILIZED SHALL BE A WOVEN OR NONWOVEN FABRIC CON- SISTING ONLY OF CONTINUOUS CHAIN POLYMERIC FILAMENTS OR YARNS OF POLYESTER. THE FABRIC SHALL BE INERT TO COMMONLY ENCOUNTERED CHEMICALS AND HYDROCARBONS, BE MILDEW AND ROT RESISTANT, AND CON- FORM TO THE PHYSICAL PROPERTIES NOTED IN TABLE 3.02-A. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 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 IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED OR TRACKED ONTO ROAD WAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. STANDARD SYMBOL: C.E. STONE CONSTRUCTION ENTRANCE.r� 375 NOTE: STRAW BALES MAY BE USED INLIEU OF FABRIC AROUND CATCH BASINS. BALES SHALL BE IMBEDDED 100 INTO GROUND AND SECURELY STAKED IN PLACE. 25 x 50 WOOD POSTS 900 LONG C 900 GEC CATCH BASIN PLAN nTMT In nn TAnnIC SECTION I FABRIC TO GROUND CONSTRUCTION SPECIFICATIONS 1. SILT FENCE SHALL CONFIRM TO THE PHYSICAL PROPERTIES INDICATED IN TABLE 3.05B OF THE VESCH. 2. FRAME WITH 50 X 100 WOOD STRIPS AROUND THE CREST OF THE OVERFLOW AREA AT A MAXIMUM OF 450 ABOVE THE TOP OF THE INLET. 3. FASTEN FABRIC SECURITY BY STAPLES OR WIRE TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE. CATCH BASIN PROTECTIO CBP 1. SET POSTS AND EXCAVATE A 100 x 100 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE LINE THE POSTS. OF POSTS. 1800 MAX 12 b2 A W MESH SPACING 1.- --. GAUGE MIN. 150 MAX STEEL OR WOOD - � 100 POST -IMBED 1000 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. .. . 4rN.., f l l Z- EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. WIRE FILTER FABRI \I GROUND LINE STANDARD SYMBOL: 1 S S S S INSTALLATION 1. THE HEIGHT OF .1 SILT FENCE SHALL BE A MINIMUM OF 400 ABOVE THE ORIGINAL GROUND SURFACE AND SHALL NOT EXCEED 850 ABOVE GROUND ELEVATION. 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE UNAVOIDABLE, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 150 OVERLAP, AND SECURELY SEALED. 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 100 WIDE AND 100 DEEP ON THE UPSLOPE SIDE OF THE PROPOSED LOCATION OF THE MEASURE. 4. WHEN WIRE SUPPORT IS USED, STANDARD STRENGTH FILTER CLOTH MAY BE USED. POSTS FOR THIS TYPE OF INSTALLATION SHALL BE PLACED A MAXIMUM OF 3000 APART (SEE PLATE 3.05-1). THE WIRE MESH FENCE MUST BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POST USING HEAVY DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 50 AND SHALL NOT EXTEND MORE THAN 850 ABOVE THE ORIGINAL GROUND SURFACE. THE STANDARD -STRENGTH FABRIC SHALL BE STAPLED OR WIRED TO THE WIRE FENCE, AND 200 OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 5. WHEN WIRE SUPPORT IS NOT USED, EXTRA -STRENGTH FILTER CLOTH SHALL BE USED. POSTS FOR THIS TYPE OF FABRIC SHALL BE PLACED A MAXIMUM OF 1800 APART (SEE PLATE 3.05-2). THE FILTER FABRIC SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING 25 LONG (MINIMUM) HEAVY-DUTY WIRE STAPLES OR TIE WIRES AND 200 OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT BE STAPLED INTO EXISTING TREES. THIS METHOD OF INSTALLATION HAS BEEN FOUND TO BE MORE COMMONPLACE THAN #4. 6. IF A SILT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SWALE, THE MEASURE MUST BE OF SUFFICIENT LENGTH TO ELIMINATE ENDFLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC OR A HORSESHOE WITH THE ENDS ORIENTED UPSLOPE (SEE PLATE 3.05-2). EXTRA --STRENGTH FILTER FABRIC SHALL BE USED FOR THIS APPLICATION WITH A MAXIMUM 900 SPACING OF POSTS. ALL OTHER INSTALLATION REQUIREMENTS NOTED IN #5 APPLY. 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 PERMANENTLY STABILIZED. MAINTENANCE 1. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. 3. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 4. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED. TEMPORARY SILT FENCEe KRAFT KRAFT FOODS INCORPORATED CORPORATE ENGINEERING MADISON, WISCONSIN BUILDING ADDITION 2002 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. M L K 1 COUNTY REVISIONS 3/15/02 0 IFC SUBMITTAL 2/27/02 B 60% SUBMITTAL 2/07/02 A 30% SUBMITTAL 1 /17/02 REV NUMBER DESCRIPTION DATE REVISIONS KRAFT FOODS INC. KRAFT CORPORATE ENGINEERING MADISON, WISCONSIN Washington I (D IndUStriaMoceas 10490 LITTLE PATUXENT PARKWAY PHONE: (410) 423-2500 COLUMBIA, MARYLAND 21044 FAX: (410) 423-2570 WORK ORDER: 25354 KRAFT CONTRACT NUMBER: WASHINGTON SIGNATURES DEPARTMENT CIVIL RCHITECTURAL I STRUCTURAL I MECHANICAL ELECTRICAL P.E. I MANAGER INITIALS DATE KRAFT RELEASE FOR CONSTRUCTION A/KRAFT/PEIPM A/KRAFT/PEBDE A/KRAFT/PE/CSM DRAWING TITLE SEDIMENT CONTROL DETAILS KRAFT PROJECT NO WN 1701 DRAWING SCALE 1 "=50' PHASE 13" ❑30% ❑ 60% ❑90X ❑ 100% 0 FRVAL CADD FILE NAME CADD PLOT SCALE _ �XLTH ON DATE 2/27/02 �►�. �f.8„ DRAWN BY p 2 CAM ROBERTIA?nES WALUCE > HECKED BY o Iyo.035565 CAM PROJECT NUMBER 25384 �SSIONAL�' CLASSIFICATION: COMPANY PRIVATE J H G F E B SHEET NUMBER Z04 A 1 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 15 16 17 18