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Home My WebLink About21-00 Kraft General Foods Railroad Shed - Stonewall - BackfileN PROJECT LOCATION FIREDERICK COUNTY r � � i <\ � / .,� / /fir`( t✓l;f �y� \ !t0 � V I R G I N IA' KD w T%--z IE a - E) IE 7V IE 1-11 (0 F--D IE n -2AA- IF 7r IF 00 KD E) S 220 Park Cuter Drive Winchester, VA 22603 Phone: (540) 678-0442 Ct LAN l.,!R311,VfS..y:��f'.P Gr F R R I C K C 0 INDEX OF DIF-cZ.AWINGS DESCRIPTION DRAWING NO. COVERSHEET..................................................................C-1 NOTESAND LEGEND ....................................................... C - 2 EXISTING SITE CONDITIONS..........................................C-3 SITEPLAN........................................................................0 - 4 E & S CONTROL DETAILS ................................................... C - 5 PROFESSIONAL SEAL VICINITY MAP 1 " = 2000' Rev. 05/16/2000 Rev. 06/27/2000 Approved by the Zoning Administrator �12 ? /0-0 Zoning Administrator Signature Date Note: Site plan is valid until 5 years after approval date. RECOVER JUN 2000 J' DEVELOPMENT CCIIA71[Lae E INIZ (3IIN�'HHIF$-. Z=:91 di> ENGINEERING, INC. 971 Acorn Drive Harrisonburg,VA 22802 FINAL SI'F_:r'k:4ii APPROVED Phone: (540) 434-4135�-�-,6_-.� S,fe C ID 042 M GENERAL NOTES 1. Contractor shall furnish all materials. labor and equipment required and shall perform all) work including restoration for the completed installation of utiIiity systems and all other improvements shown or implied as necessary.. Unless otherwise noted. specifications for all work will be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation. Virginia Department of Health,, County of Frederick, and the contract documents. 2. Any discrepancies found between the drawings and specifications. and site conditions (or any inconsistencies or ambiguities in drawings or specifications sh(aII be immediately reported to the engineer 1n writing. who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities. without clarification from the engineer of record, shall be done at the contractor's risk. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. Fority-eight (48) hours prior to any excavation call "Miss Utility" 11-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and eleva-tions shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Geotechnical Engineer / Owner. 7. Access by emergency wehicIes must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materialls. soil stockpiles, etc. 8. Refer to arch itectur©I drawings for exact building dimensions. CONSTRUCTION NOTES EARTHWORK NOTES: 1. All materials used for fill or back -fill shall be free of wood. roots. rocks, boulders or any other non -compactible soil type material. Unsatisfactory materiials also include man-made fills and refuse debris derived from ©ny source. 2. Satisfactory materiall for use as fill for public streets include; materials classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM. SC, ML and CL groups. The moisture content shall be controlled within plus or minus 2 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT. CH. MH,, OL. OH. and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the Geotechnical Report and upon approval from VDOT. Soils shall have a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have a plasticity index less than 17. 3. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum density as determined by the standard proctor test as set out in ASTM Standard D-698. The contractor shall. prior to any operations involving filling or back -filling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the project. Tests shall) be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representing the laboratory. 4. Compaction of fill m©terial under building slabs shall be based upon recommendations of soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 5. Embankment fill and itrench back -fill shall be placed in lifts at a maximum uncompacted depth of 8 inches and 6 inches. respectively. Density tests shall be conducted a-tt the following m i n i mum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of I i ft. (b) back -fill mround structures and in trenches: one test per lift per 500 linear feet of trench. 6. Changes or revisions to these construction plans shall not be made without approval by the owner. engineer and all regulatory agencies. SITE PLAN NOTES: 1. Parcel area: 30.00 acres 2. Zoning: M-1 3. Use: Manufacturing 4. Property Identification #: 54 ((A)) 36H and 36G 5. Magisterial District: Stonewall 6. Building Setbacks: Front= 75' Side= 25' Rear= 25' 7. Building Area= Proposed: 9,371 sq. ft. (Per Site Development Plan #50-99) Proposed: 8.727 sq. ft. (per Site Development Plan #52-99) Proposed: 2,312 sq. ft. (per Site Development Plan 454-99) Proposed: 2.560 sq. ft, (per Site Development Plan #14-00) Proposed: 7,520 sq. ft. (per this plan) Existing: 219,298 sq. ft. 8. F.A.R.= 9,371 sq. ft. (per Site Development Plan #50-99) + 8,7217 sq. ft. (per Site Development Plan #52-99) + 2,312 sq. ft (per Site Development Plan #54-99) + 2,560 sq. ft. (per Site Development Plan #14-00) + 7,5210 sq. ft. (per this plan) + 219,298 (existing)/30.00 acres*43,560 sq. ft. =2491, 788/1 .306, 800=0. 191 NOTES: IJ MAX/MUM BUILDING HEIGHT FOR ZONING DISTRICT M-I IS 60' PER SECTION 165-83A OF THE FREDERICK COUNTY ZONING ORDINANCE. THE HEIGHT OF THE PROPOSED BUILDING /S 30. 2J CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. 3J REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING AND CONCRETE PAD DIMENSIONS, STEP LOCATIONS. AND FLOOR DRAINS. 4J COORDINATE UTILITY INSTALLATION AND CONNECTION LOCATIONS WITH ARCHITECTURAL DRAWINGS. 5J REFER TO MECHANICAL DRAWINGS FOR INTERNAL DRAIN SIZES AND LOCATIONS. 6J REFER TO RAIL SIDING RELOCATION AND EXPANSION PLANS (TRIAD ENGI NEERI NG, I NC,. DATED 10-27-I999, REV. DATE 05-16-2000) FOR DESIGN OF PROPOSED RAIL SIDETRACKS •l AND 02. 7J BUILDING SETBACK REQUIREMENTS /N 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' 8J BUILDING SETBACKS PROVIDED: _ -SIDE YARD BUILDING SETBACK PROVIDED TO THE WEST- 999Z -FRONT YARD BUILDING SETBACK PROVIDED TO THE SOUTH - N/A -FRONT YARD BUILDING SETBACK PROVIDED TO THE EAST- 437.3' -SIDE YARD BUILDING SETBACK TO THE NORTH (CSXT R-O-W) - 21S (REFER TO VARIANCE '*07-00 GRANTED 20 JUNE 2000 - 3 V2' SIDE YARD BUILDING SETBACK VARIANCE) 9J ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM WITH THE STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE. /0.) NO OUTDOOR STORAGE /S PROPOSED WITH THIS ADDITION. /0 THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES. 12J REFER TO ARCHITECTURAL DRAWINGS FOR SITE LIGHTING. OUTDOOR LIGHTING SHALL BE ARRANGED TO DEFLECT GLARE AWAY FROM ADJOINING PROPERTIES AND PUBLIC STREETS. PER SECTION 165-35A OF THE FREDERICK COUNTY ZONING ORDINANCE) ABBREVIATIONS C/L OR CENTERLINE CONC. CONCRETE DIA. DIAMETER EG EXISTING GAS EL. ELEVATION ESMT. EASEMENT EW EXISTING WATER EX. EXISTING F.E. FOUNDATION ELEVATION F.E.S. FLARED END SECTION F.H. or F/HYD FIRE HYDRANT FL FIRE LINE F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE HORIZ. HORIZONTAL INV. INVERT LAT. LATERAL LT. LEFT M/H MANHOLE MIN. MINIMUM NE NORTH EAST NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTOPN P.T. POINT OF TANGENT PVC POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS R.D. ROOF DRAIN RT. RIGHT SAN. SEW. or S SANITARY SEWER SEW. SEWER ST'D STANDARD STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST TPD TRIPS PER DAY VERT. VERTICAL W/L WATERLINE X-ING CROSSING EXISTING PROPOSED ROADS ------------ •-•-•-•-•-•' ROAD CENTERLINE CURB =:?I L TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA u p O w a CURB TAPER I I la ____________. • . • : SIDEWALKS BUILDINGS -X X FENCE I, « � 0 DECIDUOUS TREE "`kill CONIFEROUS TREE CONIFEROUS SHRUB ................... PROPERTY LINE E _ _ _ _ _ = STORM SEWER - - 2900 - - Poo INDEX CONTOUR ---- 2898---- Qa9a INTERMEDIATE CONTOUR x X SPOT ELEVATION 2876.3 aes3ss� ------------ LIMITS OF CLEARING AND/OR GRADING PA1=?1<11VG ANALYSIS THERE IS NO ADDITIONAL PARKING REQUIRED FOR THIS BUILDING ADDITION. FLOOR AREAS EXISTING MANUFACTURING - (t/-> 209.026 SO. FT. PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN 4*52-99) - (+/-)8,727 SQ. FT. PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN 405-4-99) - (¢/->2,3/2 SO. FT. EXISTING OFFICE SPACE - (+/-)10,272 SQ. FT. PROPOSED OFFICE SPACE (PER SITE DEVELOPMENT PLAN 0`50-99) - (t/-)9,37/ SQ. FT. PROPOSED WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN *0/4-00) - <+/-)2,560 SO. FT. GROSS FLOOR AREA - (+/-)242,268 SQ. FT. PROPOSED OUTDOOR EMPLOYEE BREAK AREA (PER SITE DEVELOPMENT PLAN 4w.50-99) SO. FT. PROPOSED RAIL SHED ADDITION (PER THIS PLAN) - (-/-)7,520 SO. FT. TOTAL FLOOR AREA - (¢/-> 251,122 SQ. FT. O O O N o 0 Q rn v N O ' U O c _0 O U N `t O U 0 C 0 w U O 1- z a� U (n T o o � m o >, p � U U 0 p O L U U z 0 a z z> Q; z W W Zo>_ z IA U: W oa i aim z zJ U W X W U in Z 0 r Q � Vf 0, fA K J00490N :0 a ti � 0JVAL E PROFESSIONAL SEAL Q 0 z z 0 W ft� U V) 0 > LLB 02>- -! 0 V) -- C): 0 Q 0 Z � 0 U_ a QU C 1n W W Q 0 F_ o 0 W" rz 0 (-IJ LL_ z C Q a ru Drawing Number: CU C ` Q n 0 0 0 I I i I i RETAIL \ `� ZONED B-3 I 54 l(A)1 84 ; ---------------------------- ---------------------------------------- ------------------`----------------- n II 1 ' RETAIL ' ZONED M-2 1 43 (1A)> 35 i VACANT ZONED B-3 ' 43 1(1) C 1 1 i -------------------------- 1 INTX. R.R= - STA. 8+89.29 --------------------------------------------------------------- ----- I--_ — _ ---- ------ ------------------------------N 4. 22' 23'-E 801 I--------- ---------------------------------------------------------------------------------------------------------------------------------- l `\ •` - _ 2I.5- (SEE NOTE '08, SHEET C-2) ------�15�'BLT72�T►Ji'S1-Ik3aL'F(--------�--------------�— \�.r-Y------------ ---------------- ---- I '�: '�: w . • 25 ILDING SETBACK BU - i NORTH I \\ -- — ' '• I i PROPOSED RAIL \ — — — — SIDING RELOCATION lr I I I I ANO ADO/T /ON u I I THIS PLAN SHEET FOR SITE ORIENTATION =ONLY. I I I i � I i I RETAIL ZONED B-3 54 ((A)) 85 ------------------------'-------- _----------------------------- -- '----�c-�--------- PROPOSED RAILROAD SHED <SEE SHEET C-4> REFER TO KRAFT FOODS 11 -- *N- ---— AIVD ` I CHILLER DIKES/O/ PAD FRUCTOSE A -- — ------ - RAIL SIDING RELOCAT/01Y_ O EEEER/NG, INC. dI TANKS E3Y T9R/A --RESIN —SILO PAD —SP�IL �(BASINOATEO /0-27-/EV/SEO `05-/6-2000, APPROV D BY CSX Lp d] � r�II -- 4II " I _LII �II LII 1II —JII —1II _IIL_LII _ III -------------------- I ----------------- --MLA====__----------------lF =_s =__� - - __— � � G---1------------ I, r M� i-----�F-�--- - --- --1--1-_1L-.-1_1-�-�-�-I-_�-_1--1-1-�-1- Y------I------------- II II r--E-----_I� �- F�rY - Ir/- -- I-ir ----- �_ ----C�_I_C�=L-L1-L� T ��STr=L II ----------------------- -------- —�--- �, ___r-1—--------- 1 IIJ--------- ~-1- -----� � Tj I ' 43 ((A)) 36 , ZV19CV M-1 Nil rnI I I I I I I I I I I I I I I I I I I I I I I II I •, � I I In I — ------ of I ii I I 1 I T1 I I 1 I I Li I A II I .. I I r— �► ► I I I II I I_ I r I .I I r---- I I I PROPOSED BU/LO/NG Z MR1 L TRIAD ENGINEERING, INC. m c u 0 0 E �E x U c to O U T 0 y � U U u Y � V O u w v u c c rT M O O O ' (V O U t CV O O 0 U') � c p U CD 0 c u p U (n >� T p p (n U m C) p p > L p (D Q U Z A00/T /ON. REFER I i II �t --- I I -4I I ! I I I I l I I — — — I I TO SITE DEVELOPMENT I I - - - -1- - - - ► I , ; I a II-----J------J---- io PLAN `50-99 im " I� --- I I I I I— ' ------ --- 1 --�I—I I I { �' Z �' L.JLJ0 N IQ 4 II �` r—----� I 1 I I V) ; PP I I I I MANUFACTURING,FLOOR ELEV A=690 0 ND ICE 3UILDING I I I I �I ! I I IN II I I BUILDING HEIGHT=LESS THAN 60' I� - I 1 1 I I p III I I .+ °� m FLOOR AREA=219,298 SO. FT. II L — _ L_ ------J-------J-------j---- -- x Z 1-----� I MANUFACTURING I I II I I I -� ' I v U '' w< w II I ZONED M-1 I I (+--- --- --- -- --- --- --- I I 0" 11 i 1 Iv ' 0 W II I I o 54 ((A)) 36H I I ---�- �- �- i z t i I W II r I I I ----- -� ---- --- a--- --- i---- --- I I my m I I I I c=i'^ LLJ ; co j yl I I----I--------I------�---- ----rnA< I I n;o � I II I l U VACANT ZONED M-1 54 ((AA)) 36G ( OWNED IBY KRAFT GENERAL FOODS) I I J I p I I �t>✓ I I \\ I I i I I 0 ow i----�---- --- I--- --- ---- ----I I q III �,Q►LTH op PROPOSED BUILD/NG I o I I I PROPOSED BU/LDIIVG 0 1 - _ _ _ _ A00/T/ON. F?EFER c I --- --- --- --- ----I I I `� TO S/TE DEVELOPMENT I ( A00/T/ON. REFER PROPOSI_ O BUILDING I I — J I ! I \ ! I EX. 2-4" PLAN '"'/_4-00 I I I I TO S/TE OEVELOPME/VT A00/T/ON. REFER i� I>!I I I I I I CONDUIT V A K N 9 ri PLAN 54-99 TO S/TE DEVELOPMENT FLAN "`52-99 �I-------4---- -- I� --- I I --�--- --II Wr �Z� o0 r] I I I I I I I �}------�----------- -- --- ----II w�------I I__J I I I I ❑ I I --- --- ---- ---- ----I --II m: I I', �) ro]VAL E ' — — — — J Q— j—_ m 'T r — — — — — I a��-� J I — I� I �I I I I 1 I PROFESSIONAL SEAL /�`"`'� -----------------1 I I I I II 11 1 1 I I I I I fllj• I I1 ' I L— / ! I , 1 1 i I I 1 1 I I I I I I a i 1 I I I I N 1 1 \ I• I I I I I ;Oft ' �� 0 MANUFACTURING ZONED II 11 1 :�{ �•, I I wI I III 1 I 54 ((A)) 36L / ^ I I III I ( II ll 11 x.t �i� I A I I I 1 1 V I I / lY I II d 1 , i i 1 I ml I I z 0 _ L-I -I O I i -------15._JJ11.I.g11NG SETBACK ------- -- ----�---�t--11---� —�-C�L — ----- -- -- ---------------------------- I I I I II O v, - - - - - - - - 75' BUILDING SETBACK II 11 u 11 . I I I I I QW� I I I I �0� F- I- I I I I I I A310.68' � / I I I 1 \\\ l ;I ry / S 47• 22' 23" W 1042.17' )_--------------------------------------------------------------------------------------------------------------------------------------- W _ _ _-----------------------/--------------------------------------------------------------------------------- — — — — — — — — — — — — — — — — — II WEST BROOKE ROAD (ROUTE 1320) 1 \\ I ' POSTED SPEED 35 M.P.H. \ \' EX' 2-4 " '' \\\ I I I 1 1 1 CONDUIT I \\ — II —11 H-----------R---- � ---- II , X -------- -- -- -- ----- -- -- -- -- -- -- -- -- ---------------------------------------L7---------------------------------------------------------------------------------------------t--`------------------------------------------------------------------------------------------------------------------------------------------------11---------------------------------------L---! 'I - - - - - - - - - - - - 113 ; I LLJ ' 1 VACANT 1 ZONED M-1 I I 1 1 20' SAN. 54 ((A)) 360 \ 1 II Drawing SEW. ESM'T. ' I Number I I C-3 PLANT NORTH _ EX. RAILROAD \\ _ ------------ ---- _ TRACKS — — — \ _ - — — — — — — — — —------------ _ _--- -L __ __ _ _ _ __ __ _ _ __EDGE OF GRAVEL \ `EQ-GOOF GRAVEL---- ------- 700 --------------------------------------------- ----- - ---- ----- ----- — — — — _ _ — _ _ _ — _ �� \`----------------------------------------_---------------------_-__-____------------------------------------------- --- -------____--__--i 0-------------------_._ _----- 700 --�-- LIMITS OF __---------------------------- ----- -- ED ----- ,---------------------------------- 698------�fST-t�f�BlodldE'E--- -- ---------- - �_-----------------------\� 698 --------GE-QF_l,R-A e---------- - - _-------696------------------ _ — ----- EDGE OF GRAVED — 1 '' \------------------------------------- /--------------------------------------------------------------------------- ----- ------------ -- -- -- -= ----- --------- ------------------------------ ------------------------------------------------------------------------------------------------ '-------------------------------------------------------------------��>-� c -1' _ ---- --' REFER TO ARCH. '..' __.�-----_------- I\------------------------------------y.�--;,,,��_ LANS FOR I' I \Epc� \\ 6 � -- -_-_ '- PCONE/GURAT/ONP —ro \r----. `�698 `V \ \ 0 \�R \ - INV. =693. 17 \ (12 RCP) 7� 6_94 � 220 ' PR POSED SIDETRACK / 2 }- — -- <R R TO RAI SID 1 _ / ��- \ ___ --_ _-•_ - -- .�� '� . �' \ o• ,. _O E / tnt % AT//1A/ LAA/ri./ G ^mil rrA^ rIaiA^� V• 1. IV' —V JV•11 INV.IN=692.28(12" RCP) INV.OUT=688.69(12" RCP) storm grate top=689.68 12" in=684.67(RR) 12" in=684.60 10" in=685.09 21 " out=684.57 / I I I f 7' i i i .000' �.010 i "10 = L TRIAD ENGINEERING, INC. C E -c (L C d' O O O V N O O 0 N M C O ° C U 7) (n "',LIMITS OF DISTURBANCE o o � o U o (TO BE RETAINING I I\\ ,---- 694 ----------- REMOVED) WALL CONC. STAIRX _ `------ 692 "------------ - 690 existing concrete II / / D.I. TOP8689.39 RAP /II lII CONSTRUCT /'O �11 N INV. IN=66.26(6" PVC) F.HENTRANCE W174IH INV. IN=686.31 (10" PVC) WASHRACK T- — P \ E . P D.I- TOP=689.15 . II I INV. OUT=686.18(15" RCP) '�� INV.OUT=687.38(12" RCP) II I I I 21 " rcp 12" rc existing \IIIIIII ► 1 --------- --'III/I IIII`I I i --------------- asphalt71Tr existing -0ii asphalt >'T ------ L II WI WATER M . H W.V.LEGEND EX. BUILDINGLINE _.9.49 1 I I II I NV I N=686 1 0( 10„ PVC) N0. TITLE KEY SYMBOL TEMPORARY STONE 3.02 CONSTRUCTION �; E ENTRANCE 3.05 SILT FENCE S I' X X Y—X 3.07 STORM DRAIN I P �— INLET PROTECTION 3.08 CULVERT INLET na PROTECTION EX. RAILROAD) 8 PLATFORM_ TRACKS TOP=708.96 CONIC. I PTO BE PTO BE RETAINING I REMOVED) REMOVED) WALL I I existing concrete I 8 PLATFORM) TOP=709.03 (TO BE REMOVED) INV.-690.34 PROPOSED SIDETRACK 40/ (STONE CULVERT) (REFER TO RAIL SIDING MILEAGE POST SIGN _____---- RELOCATION AND LIMITS OF-', ----- ADD/T/ON PLANS) DISTURBANCE `--- =»- Ll------------------------------------------------- ------------------------------- --►_��- 700------- -_ ----------------------- ,�.�----------_.� `______----------•----------------___ _____- -_ z _ — — — ---------------------------------------------- ------ _ t------------------------------------rfi-=-----_-_-_--_--_ --------------------------------------------------------------- _1 _ __ l _"-----------------------------------------�0-----------------------702 �� _`________ I =__-__ — — — --- — — — — -------------------------- 698-------- _-•�� 1 700 ------ -- -- gyp- - _ -�- ------- \ -------------- - _ J------------- ---- I ?•�_ -- ____ -----1 — s�� —X----- ----- ---ftl 694 _ '------------ ^� --, ,11' 1 BARB WIRE-►,�,.�(, ,-`----- 692 ---- I i__-, ----\ ------_-------- 1 FENCE y �_ ` INV. -69 . 1 6 \ v l 1 \- -------------------- --------------------------------------------------------------------------------------------r------------------------ \ S_3 4 _ K- ------------------------------------------------------------- - EAR ETBACK 698 I I k LIMITS OF �XTND O" R PLANT DISTURBANCE ; Gr _ TOE OF (LOPE AS TO NORTH ! A PRbVED \ BY d SXT. i Pam, OV /D�E FLARED \\ END � - �) SE(.-T/ON, AND; / oo Z i il' WATERTIGHT SEALS. jil INV.IN=686.19(12" RCP) INV. IN=686.13(15" RCP) INV.OUT=685.99(15" RCP) NOTE: /.) REFER TO SITE DEVELOPMENT PLAN 4*/4-00 FOR EROSION AND SEDIMENT CONTROL MEASURES AND SWALE SECTION AT 30" RCP OUT FALL. 2.) CONTRACTOR SHALL COORDINATE WITH CONTRACTOR RESPONSIBLE FOR E&SC MEASURES AT PIPE OUTFALL. CONTRACTOR SHALL PROVIDE TEMPORARY MEANS FOR OUTLET PROTECTION /F 30" RCP /S EXTENDED PRIOR TO CONSTRUCTION AND STABILIZATION OF SW ALE. 3.) FIRE LANE & ACCESS TO STRUCTURE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 4.) FIRE LANE S/GNAGE AND REQUIRED PAVEMENT STRIPING SHALL BE COORDINATED WITH FREDERICK COUNTY FIRE MARSHALL. 20 0 20 40 60 60 sc,n�E,r-20' U z V Q Z Z z � r r LLJ 3 a LLJ 3 Ld R i LLi i ly z IL •�°�m CD W�_ laJ U W H Z z VI LLJ a j r Q AOL"' of � d d ONAL PROFESSIONAL SEAL Q Z 0 If V)0> Z 0=>- Q 0 V) _! LI`ri� Q �- 0 O LEI Q F— af Q U Yrr- V) LLJ ry LL_ Drawing Number: C-4 GENERAL EROSION SAND SEDIMENT CONTROL NOTES ES-1: Unless otherwise indic,oted, all vegetative and structural arosion and sediment control procticoes will be constructed and maintained according to minimum stondor ds and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sedimeent Control Regulations. ES-2: The plan approving outlhority must be notified one week prior to the pre -construction confereince. one week prior to the commencement of land disturbing activity. and one week prior to the final inspection. ES-3: All erosion and sedimeint control measures are to be placed prior to or as the first step in clearing. ES-4: A copy of the approvedl erosion and sediment control plan shall be maintained on the site at- all times. ES-5: Prior to commencing larnd disturbing activities in areas other than indicated on these plans Iinlcluding. but not limited to. off -site borrow or waste areas). the contractor, shall submit a supplementary erosion control plan to the owner four review and approval by the plan approving authority. ES-6: The contractor is responsible for installation of any additional erosion control measures necoessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7: Site grading is to droiin to the silt fences or sediment trap at all times during land disturbing) activities and during site development until final stabilization is achielved. 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 slhall 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 stalbIIize 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 thte mixtures listed below: TEMPORARY SEEDING PLANTING DATES: SPECIES SEPT. 1 — FEB. 15 ANNUAL RYEGRASS (LOLIUM MULTI—FLORUM) CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 — APR. 30 ANNUAL RYEGRASS (LULIUM MULTI—FLORUM) DUST CONTROL MEASURES THE CONTRACTOR SHALL USE SPRAY - ON ADHESIVES /N ADDITION TO THE OTHER STABILIZATION METHODS AS SPECIFIED ON THESE PLANS. TO CONTROL DUST DURING CONSTRUCTION THE FOLLOWING SPECIFICATIONS SHALL BE USED WHEN FOUND NECESSARYr (CHOOSE l METHOD) ADHESIVE EMULSION WATER DILUTION NOZZLE TYPE APPLICATION RATE (GAL / ACJ ANIONIC ASPHALT 7./ COARSE /200 LATEX 125:1 FINE 235 RESIN -IN -WATER Q FINE 300 RATE IN LBS. PER ACRE 50 —100 Ibs. / acre 50% 50% 60 — 100lbs. / acre 1 00% MAY 1 — AUG. 31 50lbs. / acre GEfRMAN MILLET (SETARIA ITALICA) 100% PERIMANENT SEEDING MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 Ibs. / acre KIENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IIMPROVED PERENNIAL RYEGRASS 0-10% KIENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN 125 Ibs. / acre MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FO)R USE IN VIRGINIA GENERAL SLOPE 1(3:1 OR LESS) 150 Ibs. / acre KENTUCKY 31 FESCUE 85% RED TOP GRASS 3% SEASONAL NURSE CROP** 12% GENERAL SLOPE (`.STEEPER THAN 3:1) KEtNTUCKY 31 FESCUE RED TOP GRASS SEASONAL NURSE CROP*+ CR(OWNVETCH* 150 Ibs. / acre 70% 3% 13% 14% **SEASONAL NURSE CfROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. 'CIF FLATPEA IS USED, INCREASE TO 30 Ibs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10 - 20lbs. / acre IN MIXES. SILT FENCE CULVERT INLET PROTECTION ENDWALL ------------------------------ /-•---------------------------- -.....- TOE OF FILL -----CULVERT ------------------ SILT FENCL 3�0 ---•------------------- TOE OF FILL DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX FLOW 3. STAPLE .FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. G FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 1 FLOW 3'MAX. \ A 1 A B 1 \\\ POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment ControINA. DSWC PLATE. 3.05-2 Sherwood and llyant SILT FENCE DROP INLET PROTECTION 2 X 4' WOOD FRAME 1.5' MAX. 3' MIN. I—� DROP INLET WITH GRATE GATHER EXCESS AT CORNERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION PECIFIC APPLICAT DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. STONE CONSTRUCTION ENTRANCE EXISTING GROUND 70' MIN. A 1 FILTER CLOTH 6" MINI Al SIDE ELEVATION 70' MIN. B WASHRACK 1 F_ (OPTIONAL) �I'lllllll''v_�a�'i�� Z_ VDOT •1 ! I ~� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE MUST EXTEND FULL WIDTH PLAN VIEW OF INGRESS AND EGRESS OPERATION SECTION A -A RE ,mt vn�w UKFVN Z rAI,t EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) T 10' MIN. EXISTING PAVEMENT 10' MIN. SECTION B-B SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 M:q1 L TRIAD ENGINEERING, INC. HARRISONBURG VIRGIMA o o N m h C 0 O O cV M O 0 C rn v Ln U •• C N •= v 0 CO) CV � O 0 U o C -0 0 7) LLJ U Z a U to C C O Y 4)3 Y 0 0 p W r U U Z Z > a� LL W >3` o W 01Z Z Zoa ,V) Fr i u o: r ^ �0z W Z V. W � W WZ �co Q Of f— S4LTH OF U AY K J �"IONAL E PROFESSIONAL SEAL Z Zrrnn V, (7 � �Q (n o > (] F-- O = > W LiJ 0V)Z V) 0 Q F— D OU o� � i.LL. IY O Q-iY Zo Of Yam`-' O F— u w Z 0 (AO W Q o' Q U r? �l Drawing Number: �r C-5 N PROJECT LOCATION FREDERICK COUNTY J~ < ✓ / l ,J / f 1 i/~ \ \_— \� \lam ITS—� 1 I / �' `� I I / / / I J \ 1 1 V I R G IN I A C) W --TNj- H a - E) H '1V 1E (0 P H 220 Parr Center Drive Winchester, VA 22603 Phone: (540) 678-0442 SITE PLAN F 1 0 1:1 R D RICK C0UNT`1:-. i i DESCRIPTION (�> A W I N G DRAWING NO. COVERSHEET.................................................................. C-1 NOTES AND LEGEND........................................................0 - 2 EXISTING SITE CONDITIONS..........................................C-3 SITEPLAN........................................................................0 - 4 E& S CONTROL DETAILS ................................................... C - 5 60L m OF v J Y i N 27 oaf �SIONAL E�� PROFESSIONAL SEAL VICINITY MAP 1 " = 2000' Rev. 05/16/2000 Rev. 06/27/2000 Approved by the Zoning Administrator 6Al Zoning Administrator Signature Date Note: Site plan is valid until 5 years after approval date. 1"1' 111-41 I k3 H H IT'� Z=11 ENC31NEERINC3. 971 Acorn Drive RECEWED JUN 2 8 2000 DEFT OF PLA'%'N""!r�,'DEVELOPMENT APPRAL SITEOVED PLAN Harrisonburg', VA 22802 - AF�VE® JQ � DATE��>o 0 Phone: (540) 434-4135 S;te C ID 042 IN 0 I� C GENERAL NOTES SITE PLAN NOTES: 1. Contractor shall fLurnish all materials. labor and equipment required 1. Parcel area: 30.00 acres and shall perform call work including restoration for the completed 2. Zoning: M-1 installation of utiiIity systems and all other improvements shown or 3. Use: Manufacturing implied as necessarry. Unless otherwise noted. specifications for all 4. Property Identification #: 54 ((A)) 36H and 36G work will be in accordance with the applicable Standards and Contract 5. Magisterial District: Stonewall Specifications of -the Virginia Department of Transportation. Virginia 6. Building Setbacks: Department of Heal-th, County of Frederick, and the contract documents. Front= 75 Side= 25' 2. Any discrepancies +Found between the drawings and specifications. 7. Rear= 25' Building Area= Proposed: 9,371 sq. ft. (Per Site Development Plan #50-99) and site conditions or any inconsistencies or ambiguities in drawings Proposed: 8.727 sq. ft. (per Site Development Plan #52-99) or specifications shall be immediately reported to the engineer in Proposed: 2,312 sq. ff. (per Site Development Plan #54-99) writing, who shall promptly address such inconsistencies or ambiguities Proposed: 2,560 sq. ft, (per Site Development Plan #14-00) in writing. Work done by the contractor after his discovery of such discrepancies. inconsistencies or ambiguities. without clarification from Proposed: 7,520 sq. ft. (per this plan) the engineer of record, shall be done at the contractor's risk. Existing: 219,298 sq. ft. 8. F.A.R.= 9.371 sq. ft. (per Site Development Plan #50-99) + 8.727 sq. ft. (per Site Development Plan #52-99) + 3. Contractor to veriffy the exact location of all existing utilities and 2.312 sq. ft (per Site Development Plan #54-99) + notify the Engineer- of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's 2.560 sq. ft. (per Site Development Plan #14-00) + responsibility. Forty-eight (48) hours prior to any excavation 7,520 sq. ft. (per this plan) + call "Miss Utility"' 1-800-552-7001. 219,298 (existing)/30.00 acres*43,560 sq. ft. =249.788/1.3069800=0.191 4. Contractor shall be responsible for all construction stakeout. All dimensions and elewations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsur-Face conditions encountered during the course of the work shall be brought to the attention of the Geotechnical Engineer / Owner. 7. Access by emergencyd vehicles must be maintained at all times. Access to fire hydrants mmust not be impeded at any time by parked cars, construction materiials. soil stockpiles, etc. 8. Refer to architectural drawings for exact building dimensions. CONSTRUCTION NOTES EARTHWORK NOTES: 1. All materials used for fill or back -fill shall be free of wood. roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory matelrials also include man-made fills and refuse debris derived frorn any source. 2. Satisfactory material for use as fill for public streets include materials classified in ASTM D-2487 as GW. GP, GM, GC, SW, SP, SM, SC. ML and CL groups. The moisture content shall be controlled within plus or minus 2 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH. MIH, OL. OH. and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the Geotechnical Report and upon approval from VDOT. Soils shall have a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have a plasticity index less than 17. 3. Materials used to construct embankments for any purpose, back -fill around drainage striuctures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum density as determined by thle standard proctor test as set out in ASTM Standard D-698. The contractor shall. prior to any operations involving filling or back -filling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the project. Tests shadI be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representiing the laboratory. 4. Compaction of fill imaterial under building slabs shall be based upon recommendations of ;soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 5. Embankment fill and trench back -fill shall be placed in lifts at a maximum uncompacted depth o-f 8 inches and 6 inches. respectively. Density tests shall be conducted Oat the following minimum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of lift. (b) back -fill around structures and in trenches: one test per lift per 500 linear feet of trench. 6. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all regulatory agencies. NOTES: lJ MAXIMUM BUILDING HEIGHT FOR ZONING DISTRICT M-I IS 60' PER SECTION /65-83A OF THE FREDERICK COUNTY ZONING ORDINANCE. THE HEIGHT OF THE PROPOSED BUILDING IS 30'. 2J CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. 3J REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING AND CONCRETE PAD DIMENSIONS, STEP LOCATIONS, AND FLOOR DRAINS. 4J COORDINATE UTILITY INSTALLATION AND CONNECTION LOCATIONS WITH ARCHITECTURAL DRAWINGS. 5J REFER TO MECHANICAL DRAWINGS FOR INTERNAL DRAIN SIZES AND LOCATIONS. 6J REFER TO RAIL SIDING RELOCATION AND EXPANSION PLC' NS (TRIAD ENGINEERING, INC,. DATED 10-27-1999, REV. DATE 05-16-2000) FOR DESIGN OF PROPOSED RAIL SIDETRACKS *l AND *2. 7J BUILDING SETBACK REQUIREMENTS IN ZONING DISTRICT M-1 PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOW: 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' 8J BUILDING SETBACKS PROVIDED: -SIDE YARD BUILDING SETBACK PROVIDED TO THE WEST- 999Z -FRONT YARD BUILDING SETBACK PROVIDED TO THE SOUTH - N/A -FRONT YARD BUILDING SETBACK PROVIDED TO THE EAST- 437.3' -SIDE YARD BUILDING SETBACK TO THE NORTH (CSXT R-OW) - 21S (REFER TO VARIANCE *07-00 GRANTED 20 JUNE 2000 - 3 %2' SIDE YARD BUILDING SETBACK VARIANCE) 9J ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM WITH THE STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE. lOJ NO OUTDOOR STORAGE 1S PROPOSED WITH THIS ADDITION. /0 THERE ARE NO EX/STING SIGNIFICANT ENVIRONMENTAL FEATURES. 12.) REFER TO ARCHITECTURAL DRAWINGS FOR SITE LIGHTING. OUTDOOR LIGHTING SHALL BE ARRANGED TO DEFLECT GLARE AWAY FROM ADJOINING PROPERTIES AND PUBLIC STREETS. PER SECTION 165-35A OF THE FREDERICK COUNTY ZONING ORDINANCE) ABBREVIATIONS C/L OR CL CENTERLINE CONC. CONCRETE DIA. DIAMETER EG EXISTING GAS EL. ELEVATION ESMT. EASEMENT EW EXISTING WATER EX. EXISTING F.E. FOUNDATION ELEVATION F.E.S. FLARED END SECTION F.H. or F/HYD FIRE HYDRANT FL FIRE LINE F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE HORIZ. HORIZONTAL INV. INVERT LAT. LATERAL LT. LEFT M/H MANHOLE MIN. MINIMUM NE NORTH EAST NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTOPN P.T. POINT OF TANGENT PVC POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS R.D. ROOF DRAIN RT. RIGHT SAN. SEW. or S SANITARY SEWER SEW. SEWER ST'D STANDARD STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST TPD TRIPS PER DAY VERT. VERTICAL W/L WATERLINE X-ING CROSSING EXISTING PROPOSED ROADS ------------ ............. ROAD CENTERLINE == CURB L TRIAD ENGINEERING, INC. HARRISONSURG VIRGINIA „ o S m EIS o EU r E X O `0_ U i 0 vi C V O U U '- Y m U � . m o o m U_ a CURB TAPER Ia _____________ SIDEWALKS - N BUILDINGS -X X FENCE DECIDUOUS TREE ,014, CONIFEROUS TREE CONIFEROUS SHRUB PROPERTY LINE E _ _ _ _ _ ::3 STORM SEWER - - 2900 - - E900INDEX CONTOUR -----2898---- INTERMEDIATE CONTOUR x SPOT ELEVATION 2876.3 ae9 3.ss� ------------ LIMITS OF CLEARING AND/OR GRADING PAl?K//VG ANAL)'S/S THERE /S NO ADDITIONAL PARKING REQUIRED FOR THIS BUILDING ADDITION. 1=L001::? AREAS EXISTING MANUFACTURING - (-/-) 209,026 SO. FT. PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN 4052-99) - (-/-)8,727 SO. FT. PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN 4054-99) - (+/-)2,3/2 SO. FT. EXISTING OFFICE SPACE - (t/-)I0.272 SO. FT. PROPOSED OFFICE SPACE (PER SITE DEVELOPMENT PLAN 4'50-99) - (+/-)9,37/ SO. FT. PROPOSED WAREHOUSE EXPANSION (PER SITE DEVELOPMENT PLAN ''`I4-00) - (;/-)2,560 SO. FT. GROSS FLOOR AREA - (;/-)242,268 SO. FT. PROPOSED OUTDOOR EMPLOYEE BREAK AREA (PER SITE DEVELOPMENT PLAN '"50-99) - (+/-)I,334 SO. FT. PROPOSED RAIL SHED ADDITION (PER THIS PLAN) - (t/-)7,520 SO. FT. TOTAL FLOOR AREA - (¢/-) 251.122 SO. FT. C rn w v N 0 0 U O ' cV � ON U O O H 0 U Z O w o C a� v o Q U -�i U) Q Q o: U U) � Q U U z a Z ze� Z c� >3a LJl m o LLJ 0 z Ir0[L @) ^ m z �5W z oW J 0 U � LLJ 3 cn Cif Q ,'TH 0i /A K JOWNStON P a � ti IDNAL E PROFESSIONAL SEAL Q 0 z z 0 LLJ rz 0 (� > LLJ 0 = >- J 0 V) LL ? 0 0 Q0 z -O Q LL Q=I`1 �QU m N m Y Q W LLJ 0 F - LLJ �L Ch O r LL_ z c c p CU O Drawing Number* C-2 0 u O 1 I 1 1 i i I •� I � 1 RETAIL ZONED B-3 I 54 (IA)) 84 n II 1 11 1 RETAIL 1 ZONED M-2 43 ((A)) 35 1 1 1 i --- ---- - ----- ----- - -- - -- `- 11 INTX. 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REFERAOOIT I InTO SITE DEVELOPMENT PLAN "`SO-99 L I I I !I I II II III II ; I I I-------�---- --- i---------- --—I ; I I I ' I� --- --V) I I I II J I I----------�-------1---- MANUFACTURING. STORAGE AND OFFICE BUILDING PP I I I FLOOR ELEV. =690.0 I Fr �1 II I J I I BUILDING ILOOR AREA[ 21 298 SO A FT ( FHT=LESS I ---- - - - - II MANUFACTURING I I I I -1 ZONED M-1 I 54 ((A)) 36H I I I I U--- --- j-------�------�---- ---�� I I; i I I \II I III I I4------�-------�--------,---- ---�I I o p l l I; II I I � II I I I I mpm I I I I I L_-- I U I -- VACANT � II \ I I ZONED M-1 i II � II w 54 ((A)) 36G II (OWNED BY KRAFT GENERAL FOODS) �— I I 1 ol Ld LLI PROPOSED BU/LQ/NG I o A00/TION. REF-E;R I PROPOSED BUILDING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ADD/T/ON. REF-Ef? PROPOSAL O allILOIIVG i I - - y i TO S/TE DEVELOP/tiIEIVT I I — PLAN /4-00 I I TO SITE DEVELOPMENT A00ITl0/V. REFER _ _ _ _ _ I + PLAN "`54-99 TO S/TE DEVELOPMENT I++� I"I I I �! I CONDUIT I I PLAN "`52-9-9 I �'I - - - 1 1 ' fi --- ----I twl ---- I -------------�--- --- ----II ml All �117 "./��"i I // li ---- -------------------- / y I� 1 I )I I I I I I •A.Ft=. II I I I Y I I � I� i t i--- II It /l------I—I—I I I 1 /� mj I t I I MANUFACTURING ZONED M-1 I I t 54 ((A)) 36L I ! I � I I I ii n 11 ! '�•.r �' 1 I wj I I ' I II I II // I . _, 1 I I II II I I i I I I I II V 11 I I1 I ' I i t i I I I II /1/ I II I • I I II 1 , I I I; I I //�7TI 1 I II II 1 I °I I I — — f — — / 75' BUILDING SETBACK I I ! 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ESM'T. I t I I F- L TRIAD ENGINEERING, INC. c 0 u a c rn a O 0 O 1 C4 O U -It 04 O O ' o ' U0 r? c 0 U ' O w O 0 U (f) T 0 m 0 p= c Y a) 0 0 U z ',,p,Z,TH OF K 1 ��jaNAL E&i PROFESSIONAL SEAL V) z 0 Q Z n r V Q 1):f o z ow 0 0 V) U Q w � 0 C) �-- Q�Y U� OrfQU o LJ z W olf F--- V X W a 0 Drawing L Number PLANT NORTH EX. RAILROAD - TRACKS - _,__---------_�---- EQG�OF GRAVEL_---------- _ _ _ _AV — EDGE OF GRAVEL—� �\ \��\>--_ _,_`` _ __ ----------------------------------------- ------------ -- ---------------------------___------�_-_._-.._._.----- ------_---------- _-------------------___-- ----------------------------------------------_______________--- ------------- _----------------- \"----- ------------------------------------------------------- --------------------- -----------------__ _----- 700 --� ---------f=-_— ----- ------------------------------------------------------------------------------------------------------------------------ LIMITS OF _�___- - \ ------------------------ _------- 698 J -----__ EDGE_QF_��RA�----------------- �E __- ,,,, ------------------------------- _ ---- — EDGE OF GRAVEL —��_— 698 ------ flfST-Uf?253-A/O'E-----_�__----------_�-----------------------\ —jam— �— \ -- '' ------6 —_ —'-------_ i \ ---------------------------------------------------------------------- ��-�--------L L �c --------------------------------------------------------------------------------------------- REFER TO ARCH. �// — — —-L��------� — — — — — —�-- ——�``T�` PLANS FOR STEP ,._ -- — 698 -' �' ' - - -'' i N v =6 9 3.17 CONFIGURATION �..- - �-- 696 , 696 `' _ \�RgI,E (12 RCP) 694 _ _ .._. - -- -' 22O SIDETRACK /6`2 ''-}-� PRCFER _ , _ , <RTO RAIL S/D/taillG25' R�'AR-BEJILL�NG SETBAC_- — -- ------------------------ �_B—O-- --1— ------_-----------_---------- \—_—__—__—__—__—__—__—_--_------_— \�C_/ __—__—__�__—__—__ __—__—__----__—__— O._---------CAT/ON AND '5' REAf3 Q(f/ !� ----------- 696 D o D o � D o D o ADD S/l ' ``\ \ _jl PROPOS—E0 — CAI LROAD SHED — — \�\OF GRAVEL CZ.iOTSO. F.% 1 /P '% \-- ~__-------- ----- - ° -- --------------- ---------_F.F.=��.&--._ __-------- \�� RELO �1TlON AN "� 1 --a-- ---- -------a.---- - ADL;/ON PLAN 1' o , _ �r X 6g6 \\E�O� __'---------------- - -------------------- - "�--= -� -__ = -- = = = --'--------------------------------------- X !ZR,4 V - --- ------------ D .Q ------ l---------- /DCo �' '/ D ONg.o /6O9 \ / O � D PROPOSED SI,DETR CK "/ (REFER_TCy-RA/L S DINCi- L TRIAD ENGINEERING, INC. QISIS N N � -P 0 0 O V 04 O 04 O O Q N M c U I � O •= O '- C o v o -- O O — P O O O O O O O O O O O`er. ___— / V /% O— LIMITS OF 4�1( D.I. TOP=696.44~``` METAL STAIRS n n METAL �-� 696DISTURBANCE o ' - F o o�� INV.IN=692.28(12" RCP) - %' EX. RAILROAD a PLATFORM BUILDING CONC. J� _ L �� - `,,/ METAL STAIRS , _--- _ � INV.OUT=688.69(12 RCP) TRACKS TOP=708.96 (TO BE RETAINING `------------ - _ - V) & PLATFORM _ --- N CONC. <TO BE <TO BE _ REMOVED WALL CONC. RETAINING TOP �__------ 692 -`------------ ----�� / WALL REMOVED) REMOVED) (TO BE STAIRS existing REMOVED existing �/ ---- 690 - // (- -- ,� storm grate concrete concrete /P / RIP/ I / top =6 8 9. 6 8 / RAP AYCONST RUCT /ON D.I. TOP=689.39 ENTRANCE WITH 12" i n=684. 67(RR) I INV. IN=686.26(6" PVC) I F. • H •�� ii /� (/ WASHRACK �� 10" i n=685.09-------_ INV. IN=686. 31 ( 10" PVC) _---_____--- --- I----------�—�/ irl--------------------- °— °--------- �NV.TI�6S6:�ST17"'-R7PT- ►I E.P. 21 " out=684. 57 D.I. TOP=689.15 II I �� INV. OUT=686.18(15" RCP) INV.OUT=687.38(12" RCP) I existing �� 21 rcp 12 rCP ------------------------------��) --------------------------------------------- asphalt -- ----------------------��----------------__---- r I -�I� existing II II L II asphalt ii W. ii I I I II .V. II W�`--�\----------- �I-----�.-.,r_ I WATER �ii II ��•F•HI• M.H W. _-- - LEGEND i EX. BUILDING LINE D . I. TOP=689.49 D4 INV. IN=686. 10( 10" PVC) I II INV.IN=686.19(12" RCP) N0. TITLE I�EY SYMBOL INV. I N=686. 1 3 (1 5" RCP) INV. OUT=685. 99 (15 " RCP) TEMPORARY STONE 3.02 CONSTRUCTION E ENTRANCE 3.05 SILT FENCE F X Y—X 3.07 NLET PROTECTION nip 3.08 CULVERT INLET OC, n PROTECTION INV.=690.34 PROPOSED SIDETRACK 40/ (STONE CULVERT) (REFER TO RAIL SIDING MILEAGE POST SIGN -------- RELOCATION AND LIMITS OF;' __________________________________ ----------------------------- ADDITION PLANS) - - DISTURBANCE 700 - -1 ---------------------�._----- j-- `------------------ ----------------------- -- __ ' -' )_ -� _-.---_---r------------ __---�----------------------- ----- _ _ _ ________ =---------------------------------------------------------702 -� --__---_________-------------rfi-=------------------------------------------------------------------ _�- - 1 -r _ �t------------------------ �O2 - ---� -�-==- -====__=�---1'_� 700 � \ ---- -------------�0-------------- 698-------------______ f �G'i'--.... - --- _ _ \ \ (il ----------------- ., — — — � —L — — — 694 ___ ''---------------------------- ; -----� ',--- ----, �� — = �� \\\'` _ BARB WIRE 692------------ ------------- - ` ' FENCE _ - - ` 700 INV.\=69 .16 �� vl ---------------------;-------------------------------------------------------------------------------------------�r-------------------------------------.---- ---- - �_Q _TACP LL--------� R--------------------------------------------------- -- EAR BACK I 6 LIMITS OF PLANT DISTURBANCE t XTI�_ND ` rO" RC TO k� NORTH Z DOE OF SLOP AS k 696 _ Z A�PRbV ED \ BY d SXT. / PV /DA FL;ARED'\ END ? - �l SEAT/ON`, AND, 00 WATERTIGHT, SEALS. jil I / , I a � C C M Y y 0 t o � U z a a> z z Ld LLB z lJ U, WSW r y� z zvj W ;co r Q NOTE. OP l.) REFER TO SITE DEVELOPMENT PLAN "`/4-00 FOR EROSION AND SEDIMENT CONTROL MEASURES AND SWALE J ao 9 N SECT/ON AT 30" RCP OUTFACE. �� .7 do 2.) CONTRACTOR SHALL COORDINATE � I ti WITH CONTRACTOR RESPONSIBLE ONAL E FOR E&SC MEASURES AT PIPE OUT FALL. CONTRACTOR SHALL PROVIDE TEMPORARY PROFESSIONAL. SEAL MEANS FOR OUTLET PROTECTION IF 30" RCP /S EXTENDED PR/OR TO CONSTRUCTION AND STABILIZATION OF SW ALE. J.) FIRE LANE & ACCESS TO STRUCTURE SHALL Q BE MAINTAINED DURING ALL PHASES OF z CONSTRUCTION. 0 4.) FIRE LANE S/GNAGE AND REQUIRED PAVEMENT ot� STRIPING SHALL BE COORDINATED WITH V)O > z FREDERICK COUNTY FIRE MARSHALL 0 W Q 0 = �— 0 V) n—J Q ~0OU W ryQU _ W 0 Of 7 I, Drawing n' 20 0 Zo 40 60 so Number: -.i SCALE,/• -Ed C-4 n GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: UnIass otherwise indicated. alll 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 Handbo>ok 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, on)e week prior to the commencement of land disturbing activity, and on)e 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 erosio)n and sediment control plan shall be maintained on the site at all times. ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans (including). but not limited to. off -site borrow or waste areas). the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6: The contractor is responsible) for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7: Site grading is to drain to the silt fences or sediment trap at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8: During dewatering operations. water shall be pumped into sediment traps• ES-9: The contractor shall inspect all erosion control measures daily. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control device shall be) made by the close of the day. The contractor shall be responsible for- the ultimate removal of all temporary sediment control devices. CONSTRUCTION NOTES 1. The contractor will be responsible for applying for and obtaining any necessary disturbance permits which may be required by the County of Frederick prior to the start of clearing and grading activities. 2. The contractor shall stabilize all disturbed areas within 7 days after the area is brought to final grade. 3. Stabilization shall be by permanent seeding and mulching as follows: G. Scarify the top 1" to 2" of soil after final grades have been achieved. b. Add pulverized agricultural limestone at the rate of 2 tons per acre. C. Small grain straw mulch shall be spread at the rate of 1.5 tons per acre. d. 10-10-10 fertilizer shall be spread at the rate of 1,000 lbs. per acre. e. Seed with one of the mixtures listed below: TEMPORARY SEEDING PLANTING DATES: SPECIES SEPT. 1 — FEB. 15 ANNUAL RYEGRASS (LOLIUM MULTI—FLORUM) CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 — APR. 30 ANNUAL RYE(GRASS (LULIUM MULTI—FLORUM) MAY 1 — AUG. 31 GERMAN (MILLET (SETARIA ITALICA) PERMANENT SEEDING DUST CONTROL MEASURES THE CONTRACTOR SHALL USE SPRAY - ON ADHESIVES /N 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 I METHOD) ADHESIVE EMULSION WATER DILUTION NOZZLE TYPE APPLICATION RATE (GAL/ AC.) ANIONIC ASPHALT 7./ COARSE I" LATEX 125:1 FINE 235 RESIN -IN -WATER 4J FINE 300 RATE IN LBS. PER ACRE 50 -100 lbs. / acre 50% 50% 60 - 100lbs. / acre 1 00% 50lbs. / acre 1 00% MINIMUM CARE LAWN (COMME:RCIAL OR RESIDENTIAL) 200-250 lbs. / acre KENTUCIKY 31 OR TURF —TYPE TALL FESCUE 90-100% IMPROVIED PERENNIAL RYEGRASS 0-10% KENTUCIKY BLUEGRASS 0-10% HIGH —MAINTENANCE LAWN 125 Ibis. / acre M I N I MUMS 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 ISTEEPER THAN 3:1) KENTUCK`Y 31 FESCUE RED TOP GRASS SEASONAL NURSE CROP+* CROWNVE7CH**- 150 lbs. / acre 70% 3% 13% 14% **SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. SEED WILL HAVE SHORT (GERMINATION PERIOD FOR WEED AND EROSION CONTROL. *IF FLATPEA IS USED, INCREASE TO 30 lbs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW —MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10 — 20lbs. / acre IN MIXES. SILT FENCE CULVERT INLET PROTECTION I ENDWALL -------------------------- - -- /- ---- ---------------- ---- TOE OF FILL --__CULVERT SILT FENCL ------------------------ TOE OF FILL DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. Jf G �I+I� FLOW I I =11 SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control VA. DSWC PLATE. 3.05-2 Sherwood and Wyant SILT FENCE DROP INLET PROTECTION 2 X 4' WOOD FRAME 1.5' MAX. THER EXCESS AT CORNERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION PECIFIC APPLICATION DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. STONE CONSTRUCTION ENTRANCE EXISTING GROUND 70' MIN. A i FILTER CLOTH 6" MIN Al SIDE ELEVATION vvvi -i COURSE AGGREGATE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION B I TO SEDIMENT TRAPPING DEVICE PLAN V I EW EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) 10' MIN. EXISTING PAVEMENT 10' MIN. N. N. yv SECTION A -A UKAIN Jh'AUL SECTION B-B SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 =:q1 L TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA 0 0 a E I c 0 o_ O O N M O v 0 c rn v Oi O O � v U N --t O O C W U O z V7 � a a o 0 0 U p � U U Z a z0 z 0 Q 9 z LL 3 d W no > W a, Z ZZ~Q Z W ` W 0 a L� ' ^ m w z UJ N o w w 'j (9 L,J U m Q 0 Q ��Q►L' OF rJ AY K J � 0. ti ZONAL E PROFESSIONAL SEAL Z� Z W � L > Q 0 WW ~ OC) Q0 �0 '06 _I 0 L fY QJ_Y Z r Q U 0E- W A— (A 0 0 W 0 ID W a U Drawing Number: Q C-5 12 2 u X x x x x x X x x ANY EXIST. TRACK WHICH ENCOUNTER SAME AREA AS NEW CONC. PAD MUST BE REMOVED AND REPLACED WITH NEW TRACK x x x x REMOVE EXIST. FALL PROTECTION STRUCTURES 8c FOUNDATIONS . FOR 3\ / NEW TRACK AND STORE FOR RE|NSREINSTALLATION/ REMOVE EXIST. CONC. PAD AND rd, Q �p CATCH BASINS\ �� \ cj c-i EXISTING SIDING TO BE REMOVED IN ITS ENTIRETY -SEE ENGINEERING SITE PLANS \ \ EXISTING TRACK \ r---- - - - - - - - - - - - - - - - - - - - - - - - \ � - ______4-- 4- ___�r -______ 4 - - ______ - ______ ______ - 4 ______- 4- __ -----�-------�1----_U_ ------I u ------1-----��------------�------------I------- i _--- _^-�---------------------------------------------- �___________________________� ^�- —'— - ^^A� � " 1012 Mile]" -101=1ma �'.~.. __. 8A8|N NEW TRACK x x x L C 0 c a c L F a F L 0 C C c u u END OF PLATFOR ' A: 1: saE PLAN Zo —U '43 —U 4U —U ItJ —U NOTE: ' " 17 —6 25 —0 " 25 —0 " 25 —0 " 25 —0 " 25 —0 " 4 12 —6 " SEE MECHANICAL FOR DRAIN SIZES DWG. & LGC ATION TRAIN SHED C L. (TYP.) 2 3 4 5 6 7 8 9 f 4'-0" WIDE LEVATED PLATFORM FOR RAIL C R ACCES D — — V) (n N m TANKER CAR �---- I I I m TANKER CAR I THINKER CAR I I I o m -- ------ ---� ----- — —� — -- ---- ---� i 1 NEW TRACKS r F-------- o TRAIN SHED ' I SLO LOADING PL TF RM SLOP I I SLOPE SLOPE I SLOPE_ SLOPE (O COL. (TYP.) N I CONCRETE SLAB EL. 696'-3 3/8" TOP OF CONCRETE AT RAIL _ _ _ ``' _ _ _ _ _ — — — — i rt — — — — — — — — 1' " A SLAB JOINTS = 696'-9 1/2" N TRA OUNT WAY TO D TRACK MOU GANGW 0 K MOUNTED WAY T RELOCATED gP-2 TANK CAR TA R FIXED LADDER TA AR FALL PROTECTION Zcol SLOPE SLOP SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE i1111iS � N TRACK MIOUNT D < MOUNTED TRACK M D B TO —GANG TO GLi I I TANGWAY I I TANK Co o f TRACKS ---- N V) --CR NNEW —— ———— — — — — — — —A— — S 0 SLOP SLOPE SLOPE SLOPE SLOPE AN GCOVERED WAY T H IDDER CAR co I I I I I o M I _ > N I I _---�— ------1-- ——I----- FL00� DRAIN, EL —I--------T--- -- I ---- -�-- ------ — n i TANKER CAR TANKER CAR 696' 3 3/8" (TYP) — TANKER CAR — — HOPPER CAR EL- — o m 5P-2 a NEW ATCH 5P-2 TRAIN SHED COL. (TYP.) BASIN (TYP) r EXIST. WASTE NEW COINCRETE �� L WATER SUMP PIT ---7 M & TRACK BED 30'-0" EXIST. CONC. WALL TO REMAIN RAIL CAR UNLOADING SHED 8 BAYS 020'=160'-0" 30'-0" 220'-0" v ALIGN CENTER OF TRAIN SHED COLUMN LINE 1 Q20' TO THE EAST OF THE EXISTING PIPE BRIDGE 4 WESTERLY COLUMN LINE. ON ENLARGED IQ 11" SCALE: 1 =10 -0 NOTE: TOP OF SLAB EQUAL TO TOP OF RAIL 0 696'-9 1/2- AND ALL SLOPES OF CONCRETE TO DRAINS SHALL BE 1 1/2- BELOW TOP OF SLAB UNLESS NOTED OTHERWISE CONCRETE SLAB EL. 696'-3 3/8- 7'-0" a x XQ—Z— xd x x x x EXIST. FACE OF WALL NEW CONC. PAID 44'-0" CENTER OF COL. FOR TRAIN SHED 24'-8" 2* on CENTERLINE OF RAILS 20-0„ 6" CONCRETE SLAB W/6X6—W4.OXW4.0 W.W F. 2'-0" CENTERLINE OF RAILS 2•-0" c x x d �x i x x x x—+'X axe—x x x — x x a ° ° V ° � d d 45' ' a a 45' 45' d d 45' 4'-0" 4'-0" 8'-4" 8'-4" 4'-0" 4'-0" 29'-0"t 26'-0" 10 1 /2" 4'-8 1 /2" 10 1 /2" 2'-0" RAILS TO MATCH #4012" O.C. E.W. EXIST. d ° ° ° X aV X r X °d a X ° d °X X° a ♦ X ��X �.•X d • • ° a • a 4 :A • • d d °• ••. • d • • ° d.. • d 4 A V a N • • a •° ♦ a ENTERLINE OF RAILS #5012" O.C. E.W. 5P-2 2 5P- 4'-0" 4'-0" 9 L 2 x 2 X 1/4 CONT. WITH TYPICAL RAIL CUP FABRICATED FROM 3/8" 0 x 4" L. ANCHOR 1/2" THK. PLATE 4 1/2" W. X 91 TO STUDS WELDED 0 4' O.C. 2 5/ 10 1 /2" ACCOMMODATE 115# RAIL (TYPICAL) =f�j FILLER PLATE 2 1/2"W. x 9"L., • e = THICKNESS AS REQUIRED TO N ° 4 , PERMIT AIL CLIP TO SECURE RAIL (TYPICALL) O '9 • n e LEVELING NUT, 7/8" 0 THREADED ROD e d °• ♦d < • d , ° WITH HEX NUT AND LOCK WASHER • a , ° • d (2 REQUIRED PER FIXATION) 4.• 4. BOLTS 0 5 O.C. N I I ,♦ 1 1 ° , N ° I 1 • , I I ° a d ca 4 i i° EPDXY SET ANCHOR BOLT ° 1 1 , I I L—J �—J ♦ e d a _ • ° . ed ° ♦a M `a° ° d RAIL PLATE 3/4"THK. x 11"W. x 11 1/2"L (TYPICAL) 1RAIL DETAIL �-2 SCALE: 1 1 /2"=1'—O" 4'-0" 2'—O" �X X X x X dv 'X d° v --7 66X6—W4.OXW4.0 W.W.F. #5 ®12"CTS. TRANS. 17 #5 0 12"CTS. LONG MAY 18 ?000 c 610 q 12"X26" CONC.. PIER W/ 4-#7 VER7. & #3 TIES ® 12"' O.C. 2 3 r r � - - -1 - _I L`' I- J\\ I L_le I SAF T CAGE (TY 6) �TCG- 000-5WA TR CK WITH S AP CHAIN HANDRAI TYP. 4'-10" (FULL LENGHT)- I 4 5 r -I r -1 L AN 0 V) — x w FIXED LADDER I II r—� 'o r— 6 7 8 r .1 r /ILA_ Ld U Q U U-w OO_ WEWZ U- Ld O ZJHJLd _j U IW m Iai Z I— W 10 6 -0 X3 -0 CONC. FTG 26 26 CONC. PIER W Z 0 th w ¢ N W/ 6-#6 S W. & 4-#6 W. 8-# VERT. & #3 TIES ® w 0 m m d 0 BOTTOM (T AT PLATE RM 12"O.C. (TYP AT PLAT ORM U � 0 COLUMNS) I COLUMNS) I 1 �j � N L�JI LJ L�J LJ 41 I��J LJ� L�l A I L 6'-0"X6'-0"X1;2" CONC. FOOTING W/ 6--#4 E.W. TOP & 6-#7 E.W. BOTTOM (TYP) DP OF ONCRETE LAB 96'-9 1 /: wa EXIST. F) OF WALL FILE NUMBER: K9032SP3.DWG PLOT DATE: 01.06.00 PLOT SCALE: 24 N L f I LIJ I A5'-O'5-0" 20'-0"`\ i 20' 0"`\ r—�--I/ A '**7 -#5 HAIRPIN TIE 0 EA PIER 10'-0"X10'-O" EMBEDMENT IN SLAB & PIER, LEGS OF HAIR PIN AT 90' ANGLE (TYP) ODE' /�I AICC�Cn 1 /4"=1'- O J LJ L— J L— J L_ J _ Y I I I I I I TRACK INTH SNAP I '-2" I 1 O I CHAIN ANDRAIL 0 0 V) W N 0 w Of Z W w Q s 25'-0" A5'0" 25'-0 5'-0" 5'-0" w o Z U- w co Z�j w I I Q(HOPPER CAR SPOT) ui Z w m� z F- W cv `l' W� IQ:�=) a: ``0"``/020'-0' 20'-0"`20'-0' 20'-0"\ 20' 20-0 a<d ujm o J L___J L___J STANDING SEAM METAL 1 3 32 =1 -0 ROOF W/ KYNAR 500/ HYLAR 5000 FLUROPON FINISH. COLOR SELECTED PRE-ENGINEERED METAL BUILDING STANDING SEAM MEAL ROOF W/ KYNAR 500/ HYLAR 5000 FLUROPON FINISH. (COLOR SELECTED BY OWNER FROM VENDOR'S STANDARD COLORS) to z = J 0 U I a METAL .SIDING W/ 04 N KYNAR 500/ HYLAR 5000 FLUROPON FINISH. o (COLOR SELECTED I BY OWNER FROM VENDOR'S STANDARD COLORS) J U e M TRAIN SHED C ,1--4 Q CONC. PIER 26"X26" --\ 1 /2"=1'- b #4 L. W. I UF' 6 #7 E.W. BOTT. tb—#b 5. W. 4- #6 L.W. -TRAIN SHED COL. c I 1 /4" LEVELING PLATE SAME SIZE AS BASEPLATE - 3/4" NON -SHRINK GROUT -- TOP OF SLAB CONCRETE PIER 12"X26" W/ 4 #7 VERT. & #3 TIES 012" CTS. NOTE: FOR COLUMNS A & D MAX. UPLIFT LOAD = 8 KIPS MAX. GRAVITY LOAD = 67 KIPS - TRAIN CATWALK COL. 1 /4" LEVELING PLATE SAME SIZE AS BASEPLATE - 3/4" NON -SHRINK GROUT 3 VERT. TOP OF RAILS #3 TIES ® 12" CTS. r`r'A TA I\IrM TMAM 'AIL ,r^fl l r%r% 1 CIAI A TAhj6= DETA I L 3 16 =1 -0 NOTE: CONCRETE FOOTING AND PIER SIZES MAY HAVE TO CHANGE DEPENDING UPON TRAIN SHED/PLATFORM MANUFACTURERS REQUIREMENTS. DO NOT START FOUNDATION WORK UNTIL ENGINEER HAS REVIEWED TRAIN SHED/PLATFRRM MANUFACTURERS ENGINEERING REQUIREMENTS. MAY 16 n0®0 THrRIGHTS RAWING IN DESIGN AND DETAIL IS OUR PROPERTY AND KRAFT FOODS INC. MUNOT BE USED EXCEPT IN CONNECTION WITH OUR WORK. A OF DESIGN OR INVENTION ARE RESERVED AND KRAFT CORPORATE ENGINEERING ENTIAL NO COPYING OR REPRODUCING. RETURN ON REQUEST. • MADISON, WISCONSIN DRAWING TIME ELEVATED PLATFORM SECTIONS & DETAILS AND UNLOADING SHED SECTION PROJECT TITLE SCALE AND UNLOADING SHED ADDITION RAILRAOD SIDING, ELEVATED PLATFORM, AS NOTED F R 4/4/00 REVISION TO DCN 2 LOCATION: WINCHESTER, VA PROJECT NO: 99032 PLATFORM STRUCT. SR /28/0 REVISION To DCN 1 ENG'D BY: FSR D 10/27/99 CAD NO: DRAWING NO: SHED STRUCT. DRAWN BY: DCN/JBM 1�/27/99-12/29/ K9032SP3.DWG SP-3 CKBY DATE I DESCRIPTION BY REV. 1 CHK'D BY: FSR E 01/03/00 SHT 3 OF 4 m a FOUNDATIONS AND EARTHWORK: 1. DESIGN SOIL BEARING CAPACITY: 2,000 P.S.F. 2. EXCAVATE SOIL AND OTHER MATERIALS AS MAY BE NECESSARY TO OBTAIN THE REQUIRED SUBGRADE FOR PNEW CONSTRUCTION. 3. REMOVE UNSUITABLE SOIL AND DEBRIS FROM WITHIN THE BUILDING LINES UNEARTHED DURING EXCAVATION. BACKFILL OVER -EXCAVATION UNDER SLABS - ON -GRADE WITH SELECT BORROW. SELECT BORROW SHALL MEET THE FOLLOWING REQUIREMENTS: (DELDOT BORROW, TYPE G, GRADING C) SIEVE SIZE WEIGHT % fPASSING SQUARE MESH SIEVE 2" 95-100 1. 85-100 3/8" 50-85 #4 35-65 #10 25- 50 #40 15-30 #200 5-15 THE FRACTION PASSING THE #200 SIEVE SHALL NOT BE GREATER THAN TWO-THIRDS OF THE FRACTION PASSING THE #40 SIEVE. THE FRACTION PASSING THE #40 SIEVE -SHALL HAVE A LIQUID LIMIT NOT GREATER THAN 25 AND A PLASTICITY INDEX NOT GREATER THAN 6 WHEN TESTED ACCORDING TO AASHTO T89 MODIFIED; AND T90. 4. FILL AND BACKFILL WITHIN THE BUILDING LINES AND UNDER ALL SLABS AND PAVEMENTS SHALL BE COMPACTED IN LIFTS WITH A MAXIMUM LOOSE DEPTH OF 8 INCHES TO 95% MAXIMUM DRY DENSITY AT OPTIMUM MOIS 1TURE CONTENT, MODIFIED PROCTOR ASTM D1557. 5. FOOTING BOTTOMS SHALL BEAR ON UNDISTURBED SOIL. WHERE FOOTING BOTTOMS ARE OVER-EXCAWATED, BACKFILL WITH 1,500 P.S.I. CONCRETE TO PROPER ELEVATION OR LOWER FOO1fING BOTTOM. 6. FOOTING BOTTOMS SHALL BE AT THE ELEVATIONS SHOWN ON THE DRAWINGS, AT LEAST 1'-0" BELOW EXISTING GRADE, AND AT LEAST 3'-O" BELOW FINISH GRADE, WHICHEVER PROVIDES THE ILOWEST BOTTOM ELEVATION. 7. UTILITY LINES SHALL NOT PASS UNDER FOOTINGS. STEP FOOTINGS DOWN BELOW UTILITY LINES AND SLEEVE WALL FOR UTILITY. 8. UTILITY AND PIPE TRENCHES WHICH RUN ADJACENT TO FOOTINGS AND ARE LOWER THAN THE FOOTING BOTTOM AND ARE WITHIN A HORIZONTAL DISTANCE OF 1.5 TIMES THE ELEVATION DIFFERENCE, SHALL BE BACKFILLED WITH 1,500 P.S.I. CONCRETE TO THE FOOTING BOTTOM ELEVATION. 9. MAXIMUM SLOPE FOR STEPPED FOOTING: 2 HORIZONTAL FOR 1 VERTICAL; 2:1. 10. DO NOT BACKFILL AGAINST BASEMENT FOUNDATION WALLS UNTIL FIRST FLOOR FRAMING AND FLOOR SLAB HAVE BEEN IN PLACE FOR SEVEN (7) DAYS. 11. BACKFILL RETAINING WALLS TO WITHIN 18 INCHES OF FINISH GRADE WITH CRUSHED STONE AGGREGATE CONFORMING TO SIMPLIFIED PRACTICE No. SP-57. FOUNDATION AND EARTHWORK FIELD QUALITY CONTROL: 1. GENERAL THE OWNER SHALL EMPLOY AN INDEPENDENT TEST LABORATORY TO PERFORM TESTS AND SUBMIT REPORTS OF THE TEST RESULTS. 2. EARTHWORK APPROVAL: DO NOT PROCEED WITH CONSTRUCTION UNTIL EARTHWORK TEST RESULTS FOR THE UNDERLYING EARTHWORK ARE COMPLETED AND VERIFY COMPLIANCE WITH REQUIREMENTS. 3. FQQTING SUBGRADE: AT FOOTING SUBGRADES, PERFORM AT LEAST ONE TEST PER 5,000 S.F. OF SOIL STRTUM TO VERIFY DESIGN SOIL BEARING CAPACITY, SUBSEQUENT VERIFICATION AND APPROVAL OF OTHER. FOOTING SUBGRADES MAY BE BASED ON A VISUAL COMPARRISON OF EACH SUBGRADE WITH RELATED TEST STRATA WHEN ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. 4. IN -PLACE DENSITY TEST PROCEDURES: PERFORM FIELD IN -PLACE DENSITY TESTS ACCORDING TO ASTM D1556 (SAND CONE METHOD), ASTM D2167 (RUBBER BALLOON METHOD), OR ASTM D2937 (DRIVE CYLINDER METHOD), AS APPLICABLE. a. FIELD IN -PLACE DENSITY TESTS MAY ALSO BE PERFORMED BY THE NUCLEAR METHOD ACCORDING TO ASTM D2922, PROVIDED THAT CALIBRATION CURVE ARE PERIODICALLY CHECKED AND ADJUSTED TO CORRELATE TO TESTS PERFORMED USING ASTM D1556. WITH EACH DENSITY CALIBRATION CHECK, CHECK THE CALIBRATION CURVES FURNISHED WITH THE MOISTURE GAGES ACCORDING TO ASTM D3017. b. WHEN FIELD IN -PLACE DENSITY TESTS ARE PERFORMED USING NUCLEAR METHODS, MAKE CALIBRATION CHECKS OIF BOTH DENSITY AND MOISTURE GAGES AT BEGINNING OF WORK, ON EACH DIFFERENT TYPE OF MATERIAL ENCOUNTERED, AND AT INTERVALS AS DIRECTED BY THE OWNERS REPRESENTATIVE. 5. TEST FREQUENCY: AS A MINIMUM, IN -PLACE DENSITY TESTS SHALL BE PERFORMED WITH A FREQUENCY NOT LESS THAN FOLLOWS: a. PAVED AND SLAB AREA'S: AT SUBGRADE AND FOR EACH LIFT OF COMPACTED FILL AND BACKFILL, PERFORM AT LEAST THREE (3) TESTS FOR EVERY 2,500 S.F. OR LESS OF PAVED AREA OR BUIILDING SLAB, BUT IN NO CASE FEWER THAN THREE (3) TESTS FOR EACH LIFT. b. FOUNDATION WALL BACKFILL: AT SUBGRADE AND FOR EACH LIFT OF COMPACTED FILL AND BACKFILL, PERFORM AT LEAST ONE (1) TEST FOR EACH 100 L.F. OR LESS OF WALL LENGTH, BUT NO ILESS THAN TWO (2) TESTS PER LIST ALONG A WALL FACE. 6. COMPACTION ACCEPTANCE CRITERIA: a. WITHIN BUILDING LINES AND UNDER PAVEMENTS AS WELL AS THOSE ADJACENT AREAS EXTENDING TEN (10) FEET HORIZONTALLY BEYOND THE BUI; DING LINE OR PAVEMENT EDGE AND DOWNWARD AND OUTWARD AT A 1:1 SLOPE TO ORIGINAL GRADE, THE MINIMUM ACCEPTABLE COMPACTION SHALL BE 95% OF MAXIMUM DRY DENSITY WHEN THE MOISTURE CONTENT IS WITHIN t29W OF OPTIMUM, MODIFIED PROCTOR ASTM D1557. b. LAWN AREAS OTHER THAN THOSE INCLUDED ABOVE, THE MAXIMUM ACCEPTABLE COMPACTION SHALL BE 90% OF MAXIMUM DRY DENSITY WHEN THE MOISTURE CONTENT IS WITHIN t2% OF OPTIMUM, MODIFIED PROCTOR ASTM D1557. c. WHEN TESTING AGENCY (REPORTS THAT SUBGRADES, LIFTS OF FILL OR BACKFILL ARE BELOW SPECIFIED DENSITY, SCARIFY AND MOISTEN OR AERATE AS NECESSARY, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED. RECOMPACT AND RETEST UNTIL REQUIRED DENSITY IS OBTAINED. CONCRETE: 1. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING AMERICAN CONCRETE INSTITUTE (ACI PUBLICATIONS EXCEPT AS MODIFIED BY THESE NOTES AND THE PROJECT SPECIFICATIONS): a. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318. b. "SPECIFICATIONS FOR STRUCTURAL CONCRETE," ACI 301. c. "RECOMMENDED PRACTICE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION," ACI 302. d. "HOT WEATHER CONCRETING," ACI 305. e. "COLD WEATHER CONCRETING," ACI 306. 2. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS: a. fc = 1,500 P.S.I.: BACKFILL OVER EXCAVATION OF FOOTINGS; BACKFILL FOR UTILITY AND PIPE TRENCHES BELOW FOOTING BOTTOMS. b. fc = 3,000 P.S.I.:. FOOTINGS, PIERS, AND ALL OTHER CONCRETE NOT SPECIFICALLY DESIGNATED TO BE ANOTHER STRENGTH CLASS. c. fc = 3,500 P.S.I.: INTERIOR CONCRETE FLOORS AND SLABS. d. fc = 4,000 P.S.I.:: EXTERIOR CONCRETE WALKS, STEPS, RAMPS, PLATFORMS, AND CURBS. 3. CONCRETE REINFORCING STEEL: ASTM A615, GRADE 60, FY=60 K.S.I. 4. WELDED WIRE FABRIC: ASTM A82. 5. AIR ENTRAINMENT: ADMIXTURE SHALL CONFORM TO ASTM C260. ALL CONCRETE REMAINING, EXPOSED TO THE WEATHER SHALL BE AIR -ENTRAINED; AIR CONTENT = 57. 6. USE OF ADMIXTURES IS SUBJECT TO THE WRITTEN APPROVAL OF THE ARCHITECT. 7. CALCIUM CHLORIDE AND CONCRETE ADMIXTURES CONTAINING CALCIUM CHLORIDE ARE PROHIBITED. 8. WIRE TIE ALL PIER ANCHOR BOLTS TO PIER REINFORCING STEEL AS PART OF BUILDING ELECTRICAL GROUNDING SYSTEM. 9. WHERE VERTICAL CONCRETE SURFACES ABUT MASONRY WALLS OR PIERS, INSTALL DOVETAIL SLOTS IN CONCRETE TO RECEIVE MASONRY ANCHORS. 10. CONCRETE SLABS -ON -GRADE SHALL BE AS FOLLOWS: o. 4" DEEP WITH 6X6-W2.0XW2.0 W.W.F. b. 5" DEEP WITH 6X6-W2.9XW2.9 W.W.F. c. 6" DEEP WITH 6X6-W4.OXW4.0 W.W.F. CONCRETE SLABS -ON -GRADE 1. CONCRETE FOR SLABS ON GRADE SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING AMERIICAN CONCRETE INSTITUTE (ACI) PUBLICATIONS AS MODIFIED BY THESE NOTES AND THE PROJECT SPECIFICATIONS: a. "SPECIFICATIONS FOR STRUCTURAL CONCRETE", ACI 301. b. "RECOMMENDED PRACTICE FOR FLOOR AND SLAB CONSTRUCTION", ACI 302. C. "HOT WEATHER CONCRETING", ACI 305. d. "COLD WEATHER CONCRETING", ACI 306. 2. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS: o. fc = 3,500 P.S.I.: INTERIOR CONCRETE FLOORS AND SLABS. b. fc = 4,000 P.S.I.: EXTERIOR CONCRETE FLOORS, SLABS, WALKS, STEPS, RAMPS PLATFORMS AND CURBS. 3. CONCRETE REINFORCING STEEL: ASTM A615, GRADE 60, Fy = 60 K.S.I. 4. WELDED WIRE FABRIC (W.W.F.) REINFORCING: ASTM A82. 5. AIR ENTRAINMENT: ADMIXTURE SHALL CONFORM TO ASTM C260. ALL CONCRETE REMAINING EXPOSED TO THE WEATHER SHALL BE AIR -ENTRAINED; AIR CONTENT = 57. 6. USE OF ADMIXTURES IS SUBJECT TO THE WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER. 7. CALCIUM CHLORIDE AND CONCRETE ADMIXTURES CONTAINING CALCIUM CHLORIDE ARE PROHIBITED. 8. UNLESS OTHERWISE NOTED, SLABS ON GRADE SHALL BE: a. 4" DEEP WITH 6X6-W2.OXW2.0 W.W.F. b. 5" DEEP WITH 6X6-W2.9XW2.9 W.W.F. c. 6" DEEP WITH 6X6-W4.OXW4.0 W.W.F. 9. PLACE SLABS IN CHECKERBOARD PATTERN OF SECTIONS CONTAINING APPROXIMATELY 600 S.F. MAXIMUM DISTANCE BETWEEN JOINTS: 30 FEET. MAXIMUM I ENGTH TO WIDTH RATIO OF SECTION, APPROXIMATELY 2:1. a. PLACE JOINTS AT CHANGES IN DIRECTION AND AREA. b. DOWEL ADJACENT PANELS TOGETHER WITH #6 BARS 2 FT. LONG SPACED AT 24" CENTERS WITH ONE END GREASED OR SLEEVED. 10. PROVIDE 2-#4 DIAGONAL BARS AT THE CORNERS OF ALL PIERS AND OPENINGS, AND AT ALL RE-ENTRANT CORNERS. 11. THICKENED SLAB: WHERE NO FOOTING IS INDICATED FOR NON -BEARING INTERIOR MASONRY PARTITIONS, 4", 6", OR 8" WIDE, INCREASE SLAB THICKNESS TO 8" UNDER THE PARTITION FOR A DISTANCE OF 6" ON EACH SIDE OF THE PARTITION AND PLACE 2-#4 BARS CONTINUOUS IN THE THICKENED SLAB. CONCRETE QUALITY CONTROL TESTING 1. GENERAL: THE OWNER SHALL EMPLOY AN INDEPENDENT TESTING LABORATORY TO PERFORM TESTS AND SUBMIT REPORTS OF THE TEST RESULTS. 2. SAMPLING AND TESTING: QUALITY CONTROL TESTING DURING CONCRETE PLACEMENT INCLUDES THE FOLLOWING: o. SLUMP: ASTM C143; MINIMUM OF ONE TEST AT POINT OF DISCHARGE FOR EACH DAY'S POUR FOR EACH STRENGTH CLASS OF CONCRETE PLACED. PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY CHANGES. b. AIR CONTENT ASTM C173, VOLUMETRIC METHOD FOR NORMAL WEIGHT CONCRETE. ASTM C231, PRESSURE METHOD FOR NORMAL WEIGHT CONCRETE. MINIMUM OF ONE TEST FOR EACH DAY'S POUR FOR EACH STRENGTH CLASS OF AIR -ENTRAINED CONCRETE PLACED. c. CONCRETE TEMPERATURE: ASTM C1064, ONE TEST HOURLY WHEN AIR TEMPERATURE TEST IS 40 DEGREES F. OR BELOW AND WHEN AIR TEMPERATURE IS 80 DEGREES F. OR ABOVE AND ONE TEST FOR EACH SET OF COMPRESSIVE - STRENGTH SPECIMENS. d. COMPRESSION TEST SPECIMEN: ASTM C31, ONE SET OF FOUR (4) STANDARD CYLINDERS FOR EACH COMPRESSIVE STRENGTH TEST, UNLESS OTHERWISE INDICATED. MOLD AND STORE CYLINDERS FOR LABORATORY -CURED TEST SPECIMENS EXCEPT WHEN FIELD -CURED TEST SPECIMENS ARE REQUIRED. e. SAMPLING FREQUENCY FOR COMPRESSION TEST SPECIMENS: 1) ONE EACH DAY FOR EACH STRENGTH CLASS PLACED, BUT NOT LESS THAN, 2) ONE FOR EACH 150 C.Y. OF EACH STRENGTH CLASS PLACED EACH DAY, (3) ONE FOR EACH 5000 S.F. OF SLAB OR WALL SURFACE OF EACH STRENGTH CLASS PLACED EACH DAY. f. COMPRESSIVE -STRENGTH TESTS: ASTM C39, FOR EACH SET OF FOUR (4) CYLINDERS: (1) TEST ONE (1) CYLINDER AT 7 DAYS. (2) TEST TWO (2) CYLINDERS AT 28 DAYS. (3) RETAIN ONE (1) CYLINDER IN RESERVE FOR TESTING AT 56 DAYS IF REQUIRED. 3. TEST RESULTS: SUBMIT WRITTEN REPORT OF COMPRESSIVE -STRENGTH TEST REPORTS TO OWNERS REPRESENTATIVE, STRUCTURAL ENGINEER, READY -MIX PRODUCER AND CONTRACTOR, WITHIN 24 HOURS AFTER TEST. REPORTS SHALL CONTAIN: PROJECT IDENTIFICATION AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF TESTING LABORATORY, CONCRETE TYPE AND STRENGTH CLASS, LOCATION OF CONCRETE BATCH IN STRUCTURE, CONCRETE MIX PROPORTIONS AND MATERIALS, COMPRESSIVE BREAKING STRENGTH AND TYPE OF BREAK. 4. EVALUATION OF TEST RESULTS: COMPRESSIVE -STRENGTH TESTS WILL BE EVALUATED IN ACCORDANCE WITH ACI 214. 5. ADDITIONAL TESTS: IF THE EVALUATION OF COMPRESSIVE -STRENGTH TESTS INDICATES THAT THE IN -PLACE CONCRETE DOES NOT CONFORM TO THE REQUIRED STRENGTH, THE TESTING AGENCY SHALL CONDUCT ADDITIONAL TESTS ON THE IN -PLACE CONCRETE REPRESENTED BY THE NON -COMPLYING TEST CYLINDERS. o. NONDESTRUCTIVE TESTING: IMPACT HAMMER, WINDSOR PROBE, SONOSCOPE OR OTHER NONDESTRUCTIVE DEVICE MAY BE PERMITTED BUT WILL NOT BE USED AS THE SOLE BASIS FOR ACCEPTANCE OR REJECTION. b. THE STRUCTURAL ENGINEER RESERVES THE RIGHT TO REQUIRE TESTING OF CORED CYLINDERS COMPLYING WITH ASTM C42. TRAIN SHED D LOADING ■ O. 1. GENERAL: THE TRAIN SHED AND LOADING PLATFORMS SHOWN ON SP-1, & SP-2 ARE SCHEMATIC IN NATURE AND ARE BASED UPON PRELIMINARY INFORMATION PROVIDED BY CARBIS, INC., P.O. BOX 6229 FLORENCE, SC 29502 (1-800-845-2387). 2. ALTERNATE VENDORS: THE CONTRACTOR MAY ELECT TO USE A VENDOR FOR THESE ASSEMBLIES OTHER THAN CARBIS SUJECT TO THE FOLLOWING REQUIREMENTS: a. ASSEMBLIES AND EQUIPMENT SHALL MEET THE REQUIEMENTS OF THESE SPECIFICATIONS. b. ASSEMBLIES AND EQUIPMENT SHALL BE COMPARABLE TO THE EQUIVALENT EQUIPMENT AS MANUFACTURED BY CARBIS, INC. c. uSE OF ALTERNATE VENDOR IS SUBJECT TO THE OWNER'S (KRAFT) APPROVAL. 3. ENGINEERING DESIGN: THE VENDOR SHALL BE RESPONSIBLE FOR THE ENGINEERING DESIGN OF ALL ASSEMBLIES AND EQUIPMENT. 4. SHOP DRAWINGS AND ENGINEERING CALCULATIONS: THE VENDOR SHALL SUBMIT SHOP DRAWINGS AND ENGINEERING CALCULATIONS BEARING THE SEAL OF A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN VIRGINIA. 5. TRAIN SHED DESIGN CRITERIA: THE TRAIN SHED SHALL BE DESIGNED TO CONFROM TO THE REQUIREMENTS SET FORTH IN "THE BOCA NATIONAL BUILDING CODE/1999". AND THE REQUIREMENTS SET FORTH BELOW: a. ROOF DESIGN LIVE LOAD = 30 P.S.F. (L.L. REDUCTION PROHIBITED) b. ROOF COLLATERAL LOAD = 10 P.S.F. 6. LOADING PLATFORM AND GANGWAY DESIGN CRITERIA: THESE ELEMENTS SHALL BE DESIGNED TO CONFORM WITH THE REQUIREMENTS SET FORTH IN THE FOLOWING PUBLICATIONS: a. "THE BOCA NATIONAL BUILDING CODE/1999" b. ANSI/ASCE 7-95 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" c. OSHA REGULATIONS 7. LOADING PLATFORM: LOADING PLATFORM SHALL HAVE A WALKWAY WIDTH OF 4'-0" AND BE FABRICATED FROM GALVANIZED STEEL. WALKWAY SURFACE SHALL BE OPEN SERRATED VARIETY. SIDE RAILS SHALL BE DESIGNED TO SUPPORT TRACK MOUNTED GANGWAYS ON EACH SIDE OF WALKWAY. HANDRAILS SHALL CONSIST OF STEEL POSTS SPACED AT 5-0" CENTERS (MAXIMUM) WITH TWO ROWS OF CHAIN BETWEEN THE POST, ONE END OF EACH CHAIN SHALL BE PERMANENTLY FASTENED TO A POST AND THE OTHER END SHALL BE FURNISHED WITH A SNAP HOOK TO ATTACH TO AN EYE HOOK IN AN ADJOINING POST. THIS SYSTEM WILL PROVIDE UNLIMITED ACCESS TO THE TRACK MOUNTED GANGWAYS AND RAIL CARS. 8. GANGWAYS: PROVIDE EXTRA WIDE, SELF -LEVELING, TRACK MOUNTED GANGWAYS WHICH ARE ADJUSTABLE IN HEIGHT FROM 40 DEGREES BELOW HORIZONTAL TO 45 DEGREES ABOVE HORIZONTAL. GANGWAYS SHALL BE COMPLETE WITH 42 INCH HIGH NON -PINCHING HANDRAILS AND MID -HEIGHT RAILS, PROVIDE (6) GANGWAYS WITH SELF -LEVELING SAFETY CAGES FOR SERVICING THE TOPS OF TANK CARS. PROVIDE (1) GANGWAY WITHOUT SAFETY CAGE TO SERVICE TOP OF HOPPER CAR, GANGWAYS SHALL BE CARBIS TCG-1000 GANGWAY OR EQUAL. 9. TRAIN SHED & PLATFORM FOUNDATIONS: CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION OF FOUNDATIONS FOR TRAIN SHED OR PLATFORM UNTIL THE ENGINEER HAS RECEIVED THE VENDOR'S DESIGN REACTIONS AND ISSUED APPROVAL TO COMMENCE CONSTRUCTION. IF VENDOR'S REACTIONS EXCEED THOSE INDICATED ON THE CONTRACT DRAWINGS, THE FOOTINGS WILL BE REDESIGNED AND A CHANGE ORDER ISSUED. MAY 16 2000 NEW TRACKS — NEW TRACKS- END OF NEW CONCRETE PLATFORM & TRAlCK BED TRAIN SHED COL. (TYP.) 1 2 0 4 4 4 �/ MEA—JOSAM MEADRAIN C1030 WITH BOTTOM DISCHARGE 39.4" LENGTH. (TYP. OF 6) 0 0 D +_ t!r J7 U) j O O u FTI 71 I.E. 694'-1" TYP. OF 6 w a O w a_ w ci FLO RAIN, JOSAM 36100 4 �`, 4' 4' " cn H DUCTILE IRON GRATE 4'— WIDE EL AT PL TF OFc AND CAST IRON BUCKET RELOCATED FOR R AR CFS, FIXED L, DER (TYP. OF 3) FALL PROTECTION E SLOPE SLOPE SLOPE I I SLOPE SL PE SLOPE ' 4 I # „ S B Li6„ w w Ul JOSAM CLEANOUT Q 56046-15 LEVELEZE CLEANATRON — -- 3 ---- ---- 3 ----TYP. OF 3 ---- 6" TRAIN SHED COL. (TY .} 6" 6" 3000 PSI CONCRETE ENCASEMENT s e 1 1 /2" CL. (TYP) l(D 4—#4 CONTINUOUS PVC PIPING #3 TIES ® 12" O.C. FAI EXIST. CONC. WALL TO REMAIN DRAWING NOTES CONCRETE FOOTING ILXIST. WASTE WATER SUMP PIT DRAINAGE PLAN SCALE: 1 =10 —0 ROUTE AND—COldtdECT LINE TO EXISTING WASTE WATER SUMP. NOTE: TOP OF SLAB EQUAL TO TOP OF RAIL @ 696'-9 1 /2" SEE DRAWING SP-1 FOR TOP OF DRAIN ELEVATIONS SP-1 ALL PIPING AND FITTINGS SHALL BE SERVICE WEIGHT CAST IRON . ALL PIPING SHALL BE LAID USING CISPI CONDITION 2 BEDDING WITH COMPACTED SELECT FILL UP TO CENTERLINE OF PIPING. ALTERNATE: PVC PIPING AND FITTINGS WITH MINIMUM OF 6" CONCRETE SURROUNDING ALL PIPING AND FITTINGS. CONCRETE SHALL BE 3000 PSI CONCRETE. SP-2 ALL PIPING SHALL BE SLOPED AT A MINIMUM OF 1 /8" PER FOOT. GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, FEES AND PERMITS FOR A COMPLETE INSTALLATION. CONTRACTOR'S INSTALLATION SHALL COMPLY WITH APPLICABLE CODES AND STANDARDS. 2. ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE NOT SHOWN ON THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTIONS FOR ADDITIONAL REQUIREMENTS, INCLUDING REQUIRED LOCATIONS, TYPES, AND SIZES. 3. UNLESS SPECIFICALLY DIMENSIONED, THE WORKS SHOWN ON THE DRAWINGS IS DIAGRAMMATIC ONLY TO SHOW GENERAL ARRANGEMENTS. THE DRAWINGS ARE NOT TO BE SCALED. PIPE ROUTING AND EQUIPMENT CONNECTION LOCATIONS SHOWN ON DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY CLEARANCES, DIMENSIONS, MATERIALS, AND EQUIPMENT REQUIREMENTS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL RELOCATE CONDUITS, PIPING HANGERS, ETC. AS REQUIRED. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL WORK NECESSARY TO PREPARE STRUCTURES FOR THE INSTALLATION OF PLUMBING SYSTEMS. ALL HOLES, OPENINGS, AND DAMAGED MATERIALS CREATED DURING CONSTRUCTION SHALL BE PATCHED AND FINISHED. 5. THE CONTRACTOR SHALL PROVIDE ALL CUTTING, PATCHING, FINISHING, AND PENETRATIONS REQUIRED BY THE INSTALLATIONS. ALL PENETRATIONS SHALL BE PATCHED AND SEALED. CUTTING OF EXISTING CONSTRUCTION MATERIALS SHALL CONFORM TO THE CHARACTERISTICS OF THE PARTICULAR MATERIAL INVOLVED AND SHALL NOT CREATE ANY STRUCTURAL WEAKNESSES OF UNSIGHTLY APPEARANCE. ALL CUTTING SHALL MEET THE APPROVAL OF THE OWNER'S REPRESENTATIVE; COORDINATE WITH OWNER'S REPRESENTATIVE BEFORE STARTING THE WORK. 6. WHENEVER CONNECTIONS TO EXISTING FACILITIES ARE REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND SCHEDULE THE WORK TO MINIMIZE INTERRUPTION OF SERVICE AND AVOID INTERFERENCE WITH NORMAL FUNCTION OF THE BUILDING AND/OR SURROUNDING WORK AREA. RELOCATED ITEMS SHALL BE INSTALLED IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS. 7. ALL WORK, EQUIPMENT AND MATERIALS SHALL BE PROTECTED AT ALL TIMES. ALL PIPE OPENINGS SHALL BE PROPERLY CAPPED OR PLUGGED DURING INSTALLATION. 8. WHERE REQUIRED FOR CLEARANCE, TO AVOID INTERFERENCE FOR EQUIPMENT CONNECTIONS, THE CONTRACTOR SHALL OFFSET HIS PIPES. NECESSARY SPECIAL FITTINGS OR ADAPTORS SHALL BE FURNISHED BY CONTRACTOR TO PROVIDE OFFSETS OR CONNECTIONS AND MAINTAIN GOOD FLOW CHARACTERISTICS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF HIS OWN PEOPLE. CONTRACTOR SHALL COMPLY WITH ALL OWNER'S SITE SAFETY CONDITIONS. MAY 16 7-000