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HomeMy WebLinkAbout002-92 Hershey Pasta - Backfile (2)ii i iH -------------- f �-f— --i - —1 ,' F - i-{- F-;-,i i i H 46'=I-0 '. =1,-0 14-=i'-u 11111 1 I 1__-_1 1 1 V m ♦r� trrtiff— i--i H r i-rTi-i i- i e•=• z-t'-J•=1'-0 1'=20' 1•=30' W 'JV V 1 1 1 1 1 I•=40' FT, DRAWING LIST DRAWING e DESCRIPTION ISSUE C-31 OVERALL SITE PLAN LAN05CAPE PLAN PARTIAL SITE UTILITIES AND GEOMETRICS _ _ _ PARTIAL SITE UTILITIES .AND GEOMETRICS 5-062S92. C-32 wit/59?iPE✓ C-33 C-34 6�/5.9zREV C-35 C-36 PARTIAL SITE UTILITIES AND GEOMETRICS PARTIAL SITE UTILITIES AND GEOMETRICS -- - - - PARTIAL SITE UTILITIES AND GEOMETRICS PARTIAL SITE UTILITIES AND GEOMETRICS 504/,S92hrY - 7041,-7Y2REV C-37 C-38 04/592RL�Y COLL 1 LR INDU'DTRIAL PARK A I NEHESTE V I R G I N I A DESIGN PACKAGE SITE VORK DRAWING LIST DRAWING 0 DESCRIPTION ISSUE C-56 fAkr CEN7E;P OR/YE PLAN AW') PROF/LE _ FARK CEN75 R DRIVE BR14)SE DfrA/LS __- RAILROAD BR/D6E PZA,V AND PROF/L E CSX RA/LROAD SPUR L.QR/0ar OC44/1-S - FLOUR MILL - OT/UTY PLAN d JF-711LS - — FLOUR MILL - PAVIN& If GRAD/Nd. &An! ---- -- F41VR MILL - ,f OIN71N& PLAN If No'rES - __— - DETAILS RAILROAD X- tEc 0�00 Te 6100 - - - RA/LROAD X -SEC 6 r oo Ire 11#00 — - — P41CROAD X-SEC /Zo-oo TO 17+e0 ---- -- RAILROAD X SEC /d r0o 7o zJ+oo _ - - RAILROAD SEC 24+0o To 29*00 O 05 og 92 C-57 o 05_M. 92 8 e 5 o 6 9 z C-58 C-59 63 OSo6 91 C-40 0062C92 C-rlI p 04IS91 _ C-62 O o6 Z1,92 O e50i9i C-L4 C-65 0050611 C-Cr. o oSm6 9L C-67 C G8 0Ofo69L O ores; 9z C-C9 00t069c O mf e6 91 C-70 &+IL.ROAC, X-S F6 30+0o To 3Sl 00 _ _ C-11 RAILROAD X-SEC 36-00 To 3`1*93 o Oro49L C-72 _ SANITARY SEWER PROFILE O e4 iS YL HERSHEY PASTA GROUP 100 CRYSTAL A DRIVE, HERSHEY, PENNSYLVANIA 17033-0810 A Division of "T Hershey Foods Corporation H.B. Alexander & Son, Inc. 315 Vaughn Street P.O. Box gg1525 HarrisA L E X A N D E R TEL. 7B171234-70417105-1525 Contractors/.onstruction Monogars FAX. 717-231-9000 SSOE, INC. ENGINEERS ARCHITECTS PLAI"NERS LAND SURVEYORS 1001 MADISON AVENUE TOLEDO. OHIO 43624 FAX. 419-255-6101 TEL. 419-255-3830 STONEWALL DISTRICT FREDERICK COUNTY, VA. rfl���g2 ASE 1 6/15197- -NOV-1991 /usr/dgn/3title.3d 0 4 8 12 16 32 48 0 2 4 6 E 16 24 0 1 2 4 6 8 10 12 0 l 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 2 0 5 10 15 20 40 60 0 10 20 30 60 90 0 10 20 30 40 80 120 4.•=1'-0=1'-0•=l'-0'=1' 0 1'=1'-0 tii =1'-0 1'=20' 1'=30' 1•=40' u u 1 J E10408.11 N14761:10 1 !• o, c- 2 / ,---- ---- --- -- � -------------------- ------------------ ---------- ------------------------ -- ------"- _ ='Y -- - - ------- --- --- --- - ---- -------- �- ='---r --- ,' N43°46'23'E ~ `14 - -34, PART1l1J,IL[TY Al tp11ETRICS;:' - - - I - - 91.88'."' PI[RTIAL GRADING i' / i DWG. [-33, PARTIAL UTILITY `AND GE0IETRICS� 63°*1 i ONG. C-39, PARTIAL GRADIN6' _ - 03• 20• SAN•' 1 1 Nll753.46 $9j"•�o' E' _rEASEMENT. 1 PROPERTY 1144 6 � 'Y7 ' ( / O y/ LINE N 5625.78 1 / E11961.78 v o , �F OW6. C-35, PARTIAL UTILITY AND GEOMETRICS ' `'.016. C-4 RTIAL GRADING i , 'v cs; r "Pq ZONING: M-1 43, USAGE: AMOCO FOAM qry �r r qrr �J NORTH ; 6RI0 PLANT e• 50' lee' 150' 250' GRAPHIC SCALE 4'= lee' B.M. EL. 680.12\ ' NAIL IN P.P. 0 P.E. 898•.' B.Y. EL-; 682.57 MAIL. -IN ¢ TRACK N15934.7 E12835.67 . `.PROPERTY LINE .1 jz., DETENTIONli SIN BA. OaD ' USAGE vACAN ZONING M 1 TTRACK R= 453.36',. A = 632.42' > y 1 _.._.._.:_ _ -.._.. - - J ' _ 0= 79°55'32 D% 1 / TOPSOIL ' STOCKPILE ' o I r" \ ca 1 F i cc 4♦ , 1 I ¢ j 0 X'll FIRE WATER - - - ._.._ �..�.a - N14422,27 '. �` R♦ /' ytP 0♦ < N14347.80' 2 ' 1 Q`. ° j I FUTURE WAREHOUSEE12208.7 _L - -- - ---- --- ------- -- - ---- -- L- ---- --- - -- - - - --------- '--- -- - ---- ---------- ---------- - ---------------- ---------- ------------------ - �� ° `.` -� �. 1 I 1 ' CONIC. DRIVE-ty>�. NiI 80.38- y/s BROgCE�RD, _.._..- - - i I STONE DRIVE g )�� )�)i,�FT y� ¢ REDBUD RUN* PROPERTY LINE SAN. I i j o s , `o 1 ; C J, ° 6 E �,�� EASE1ffNT�0j, ♦ N13645.29 PRODUCTION FACILITY '.x TOPSOIL I j SITE ' I I 1187 1 FFE NI 278.62 ' " STOCKPILE I L_ _.-_.._.._.._-.� I 1 09.65 - 114 18.00 t 1 1• h + u I;•. i• I I ,...,.,..,,v.,..,.v- -..., ..:�12422.00 �� ..�' B.M. EL. 666.66� hp. q h� „ 1 ` CONC. W Yyrd# MANHOLE RI. %Y ° .4 ♦ 9}I, � \ DRIVE Jzl I L - - - - - -- TRASH UUMPSTER - -- _ TRUCK DOCKS, - - - - �' ° __ __ _ f SPH. PAVER T , CO PAVEMENT ' 1 I PARK 1{4G LOT, �' ��� ; .•- NATURAL FEATURES yr , �........................ o - =� -- - -� - - - 1 - - I - I , WOODLANDS = 0 AQ.. NC O - - - - - - - - - I -t I-- - -I - r -# - 55°a2'S5' �Y ` z , WETLANDS = 0 AC.`. �i CONTAINIER STORAGE j ( I I 10.50' i o -° LAKES AND PONDS = 0 AC, Tp1 -I,`FLOOD PLAIN = 6.5 AC. ♦ :� ( i ' EL. 669.9q- T. SAN I Q ° \� ° AMOUNT DISTURBED = 0.84 AC. yis , 1 NAIL SET IN-15" OAK lJ , P STEEP SLOPES 15% OR MORE = 0 AC. ASPH. ROAD TRACK F3 �'" SHE ; NEAR STONE WALL j UYP STATION ,V: r• 0♦ SG ' - - - - - --- - - - - - - - - - - --- - - -" DETENTION `4-.._.._.._.._.._..� DETE TI • •, `I TRACK 01J �• .BASIN t1NG: c-36'- II ¢ TRACK 02 TILYTY AND _.._.-_.-_ _.._-_-_- �. - .._. �.._.._..T ._.. .._.._ ._..__ _ _.._.._.._.. _p C:.l'Z_P LUTILITY TR[CS TRIOS --_ --- w -- DWG C-43, P JAL URAUIN6 ` '0 9 0p, a WG. C-38, PARTIAL UTILITY AND GEOMETRICS: ' DWG. C= r�ARTkA6£,RAB{Nfr Y- C , _ _ 1 DnG. C-44, PARTIAL GRADING ° m 7 --- -------------------------------------------------- ----------- ---------------- ---- ------------------- - - - - ---- -------------------------- MH-I _ -PROPERTY LINE S43°46'23'n 2248.55 ZONING: RA -- - ---- -- - 6----------------------------------- ZONING: _ - USAGE: ARADIA MOBILE PARK INC. USAGE: VACANT. yi �° �r o°:' 4r' i yr y ° y yi/�j y �' r ♦♦`'' N 2666. 6 s \♦1' oo ti°: Ss ♦�L. ' N14289 B r ♦ 1 �9s +h0 l9� ys F . 11462. ° ` B.Y. EL. 660.22 0 �♦. o F °p �}♦ti °po `� 1 1 1 N14434.45 ao S♦ sp �♦'� oop NAIL SET IN 24• BACK OAK E13148.12 GENERAL NOTES IN FENCE LINE N1292.4 N14387.58 12920.4 I2911.76 c xxola-�Z. r 1. EXISTING UTILITIES HAVE BEEN LOCATED TO THE BEST OF THE OWNER'S KNOWLEDGE. CONTRACTOR TO FIELD VERIFY THE LOCATION OF UTILITIES AND TOPOGRAPHY IN THE AREA OF WORK PRIOR TO EXCAVATION AND TO REPORT ANY DESCREPANCIES IN PLANS TO THE OWNER. 2. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 3. ALL ITEMS TO BE DEMOLISHED ARE TO BE DISPOSED OF OFF SITE UNLESS OTHERWISE NOTED OR DIRECTED BY OWNER'S FIELD ENGINEER. 4. EXISTING TOPOGRAPHY, PROPERTY AND UTILITY INFORMATION WERE TAKEN FROM INFORMATION AND SURVEY DATA PREPARED BY GREENWAY INC. 5. DURING THE COURSE OF WORK S UPON COMPLETION OF WORK ALL AREAS ARE TO HAVE POSITIVE DRAINAGE TO EXISTING STORM SEWERS OR DRAINAGE COURSES 6. VDOT DESIGNATION REFERS TO THE STATE OF VIRGINIA DEPARTMENT OF TRANSPORTATION CURRENT ROAD AND BRIDGE STANDARDS (1989) AND SPECIFICATIONS (1991). 7. ALL DIMENSIONS AND COORDINATES TO BUILDINGS ARE TO OUTSIDE FACE OF FOUNDATION, UNLESS OTHERWISE NOTED. REFER TO STRUCTURAL DRAWINGS FOR ¢ COLUMN TO FACE OF FOUNDATION DIMENSION. ALL DIMENSIONS TO CURB ARE TO FACE OF CURB. 8. REFER TO OWGS. C-ES-1, C-ES-2, AND C-ES-3 FOR EROSION CONTROL MEASURES TO BE IMPLEMENTED DURING THIS PROJECT. 9. MAINTAIN 4'-0 (MIN.) COVER OVER ALL WATER LINES. 10. AT CONFLICTING PIPE INTERSECTIONS THE PRESSURIZED PIPE "ILL BE RUN UNDER OR OVER OBSTRUCTING PIPE USING 45° BENDS AND PROPER RESTRAINTS WHILE MAINTAINING MINIMUM COVER OVER PIPES. MAINTAIN 18' MINIMUM CLEARANCE UNDER OBSTRUCTING PIPE. 11. THRUST RESTRAINTS SHALL BE PROVIDED AT ALL WATER AND FIRE WATER MAIN TURNS AND BENDS IN ACCORDANCE WITH NFPA NO. 24. 12. THE COORDINATE SYSTEM SHOWN IS BASED ON THE EXISTING FT. COLLIER INDUSTRIAL PARK GRID SYSTEM. 13. ALL ELEVATIONS ARE U.S.C. 6 G.S. DATUM. 14. CONTRACTOR SHALL REMOVE EXISTING TREES, BRUSH AND FENCE AS NECESSARY TO FACILITATE NEW CONSTRUCTION. REMOVAL ITEMS SHALL BE DISPOSED OF OFF SITE BY CONTRACTOR. 15. EXISTING BILLBOARD AND ELECTRIC SERVICE REMOVAL SHALL BE BY OTHERS. 16. ALL ELEVATIONS ARE PAVEMENT ELEVATIONS, TOP OF CURB ELEVATIONS ARE 6" ABOVE PAVEMENT ELEVATIONS SHOWN. 17. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 18. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. GENERAL NOTES FOR FIRE PROTECTION 1. PIPE, FITTINGS, VALVES, AND INSTALLATION SHALL CONFORM TO NFPA 24, 1987, FREDERICK COUNTY SANITATION AUTHORITY STANDARDS AND SPECIFICATIONS, AND FACTORY MUTUAL 3-10. 2. ALL UNDERGROUND PIPE SHALL BE CLASS 52 DUCTILE IRON CEMENT -LINED PIPE UTILIZING 250psi DUCTILE IRON PUSH -ON FITTINGS. PIPE INSTALLATION SHALL MEET FREDERICK COUNTY SANITATION AUTHORITY STANDARDS. 3. ALL FITTINGS SHALL BE EQUIPPED WITH CONCRETE THRUST BLOCKS INSTALLED ACCORDING TO NFPA 24, 1987, SECTION B. AND FREDERICK COUNTY SANITATION AUTHORITY STANDARD DETAILS. 4. ALL FIRE HYDRANTS SHALL BE EITHER AMERICAN-DARLING MARK 73 OR KENNEDY 0-81A. MATERIALS AND INSTALLATION SHALL COMPLY WITH THE FREDERICK COUNTY SANITATION AUTHORITY WATER AND SEWER STANDARDS AND SPECIFICATIONS, DIVISION II. 5. ALL MECHANICAL JOINT FITTINGS SHALL BE COATED WITH TWO (2) COATS OF ASPHALT OR OTHER CORROSION RETARDING MATERIAL. 6. ENTIRE UNDRGROUNO INSTALLATION SHALL BE PRESSURE TESTED AT 200 PSI FOR TWO (2) HOURS WITH THE ONLY LEAKAGE ALLOWED PER NFPA 24, SECTION 8-9.3.2. TESTING SHALL ALSO MEET FREDERICK COUNTY SANITATION AUTHORITY STANDARDS. 7. ENTIRE UNDERGROUND PIPING SHALL BE FLUSHED AND STERILIZED ACCORDING TO NFPA 24, SECTION 8.8.2, AND FREDERICK COUNTY SANITATION AUTHORITY STANDARDS. 8. ENTIRE UNDERGROUND SYSTEM SHALL BE APPROVED BY THE FREDERICK COUNTY SANITATION AUTHORITY, FREDERICK COUNTY FIRE MARSHALL, FACTORY MUTUAL, ARCHITECT, AND OWNER PRIOR TO INSTALLATION OR FABRICATION OF ANY PIPE. 18. 9. ALL FIRE PROTECTION EQUIPMENT AND VALVES SHALL BE FACTORY MUTUAL APPROVED AS LISTED IN THE 1991 APPROVAL GUIDE. 10. ALL POST INDICATOR VALVES (PIV) AND SECTION CONTROL VALVES (SCV) SHALL BE EQUIPPED FOR FUTURE INSTALLATION OF SUPERVISORY SWITCHES. SNITCHES SHALL BE FURNISHED AND INSTALLED BY FIRE PROTECTION CONTRACTOR AND WIRED BY FIRE ALARM CONTRACTOR AT A FUTURE DATE. CONTRACTOR SHALL INSTALL A I' GALVANIZED CONDUIT FROM PIV's OR SCV's AND TERMINATE AT TERMINATION POINT OF PIPE 5'-0 OUTSIDE THE BUILDING, COMPLETE WITH PULL WIRE OF SUFFICIENT LENGTH TO REACH INTO THE BUILDING. 11. CONTRACTOR SHALL TERMINATE 8" LEAD-INS 5'-0 OUTSIDE BUILDING. 12. ALL FIRE LINES SHALL BE INSTALLED TO A MINIMUM DEPTH OF 4'-0 TO TOP OF PIPE BELOW FINISHED GRADE ELEVATIONS. 13. ALL UNDERGROUND FIRE PROTECTION VALVES, PIV's, SCV'S, AND CURB BOX SHALL OPEN LEFT OR COUNTER -CLOCKWISE. 14. ALL PIV's AND SCV's SHALL BE INSTALLED SO THAT VIEW PORT IS 2'-6" ABOVE FINISHED GRADE. SITE PLAN NOTES 1. ZONING M-1 (62.136 AC.) 2. SETBACK REQUIREMENTS: FRONT = 75' SIDE = 25' REAR = 25' 3. LANDSCAPE AREA: REQUIRED = 25% (82.136) = 20.53 AC. PROVIDED = 45.0 AC. 4. PROPOSED BUILDING AREA 3 HEIGHT PLANT = 189,400 SF., 38 FT. SILO = 4,520 SF., 68 FT. PUMPHOUSE = 818 SF., 16 FT. TRAIN SHED = 4,965 SF., 26 FT. PROPOSED FLOOR AREA = 4.5 AC. FLOOR AREA RATIO (FAR) = 0.5 MAXIMUM FAR ALLOWED = 1.0 5. OUTDOOR LIGHTING IS SHOWN ON THE ELECTRICAL SITE PLAN. 6. OUTDOOR STORAGE AREAS ARE NOT REQUIRED ON THIS SITE. HERSHA FIVE, PASTA GROUP 1PROJECT HARVEST a0 PTSTAL a NE>+9Er, •EwS,LVAN [A IIOS}-0°I° x'Iyywy F... Co pvauon 540 PARK CENTER DRIVE -- FT. COLLIER INDUSTRIAL PARK I, N.a.414"°°ii5w' WINCHESTER, VIRGINIA 3l5 v-I.. 9tr wt ALEXANDER TEL. R325 - N>r," oA. ITIOS-IS 23 `EL. Tl2-.i4-,041 DATE STARTED CmvoccvvCmav uce�m 111-231-9000 DATE CONPLE TED B N LEGEND ESCRIPTION NEW I E[ISTII6 BUILDING CONCRETE ASPIIALr sraal SEER ---Sl.--- UQERORAIN ---Ip--- SANITARY SEER ---SAN--- - -r,--- WATERWIN ___R___ NATURAL GAS ---dis FIRE RATER TaEPHOE LINE S TRICAL CONDUIT MANHOLE • NN 0. CATCH BASIN ■ Cl POST INDICATOR VALVE I PIT SECTIONAL CONTROL VALVE I SIT FIRE HYDRANT ♦ FN P014A POLE { LIONT POE TREE ELEVATION ® IALOr AKFERTY LINE - - - • • - - -t - RIGHT -OF -RAT FOIE -•--•- Of TON OR SNALE RAILROAD FUnft RAILROAD ----- 4 05-06-92 CSXT REVIEW / APPROVAL 3 01-17-92 FCSA REVIEW COMMENTS 2 01-13-92 IPERMITS 1 01-08-92 REVISED FOR PERMIT 0 11-21-91 lCONSTRUCTION NO. DATE ISUBJECT REVISION OR ISSUE DRAWN GTM ��[�� CHECKED ERM 14t.'�- -�' i� DAY,O DESIGNED RWH DAL 7 HEFZ#AAN DEPT.MGR. L. GRANT iIH(N►D �H PROJ.MGR. J. LINGNELL N�. ,:AL EN SEAL SSOE. INC. ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS 1001 MADISON AVENUE TOLEDO. CHIC) 43624 FAX. 419-255-5101 TEL. 419-255-3830 DRAWING TITLE SCALE: - 1'-0 OVERALL SITE PLAN EC- NUW8ER 91P;.117 3 NUMBDRAWING -Z 1 NUMBER 'Z -14 L -1 172 -I -V 1 z4v 1 ' =40' - -------- -- STORM SEWER SCHEDULE ------------------ ---------- ----------------------------------- --------------------------------------------- -------------------------------------------------- -------------------- ----- ------------------- 17- 7 ----------------------- TRLIC, Top INLET WTLEI --- - -- NO. EL. INVERT INVERT RE6LARKS SIZE SIZE EL. ------- CB I L-6�7159 12' SE [676CRBi. 18- SN "58 - ---------- N43146'23'E 1491.88' SE C8 2 18' RE 24 .121 - - -- - -- - -- . .. . .. . .. . .. . .. . . . .. . .. . .. . .. ............................ ................................ ------ IA FYI KC91A j7ff. 12 .60 W4 tj�po 60' I.D. RISER - ----------- - - ------ --------- 24- NO MT.K153- SEI -667.78] ............ NE �6�6 08 5 7. --- - --- ...... C9 6 3T2� 18' NE W. K, 72' M. RISER - -------------------• IS- SO 66 -­--------- LU 33' NO Ril, 59� 59' SE '667 511 C Cll 17 6 1. IS _6�3el E_7_ _5 ------ DO 18 IS- SIJL�14� 21* NE Lw. W 12' SE - - --------------- NN CSJOA K7�_Cj 12 .361 ---------- ---------- - ­ - -------- --------- - ----- - t DITCH . . •.............. .. 41 0 0.68% 202. 00' 128. 00'% 202. 00' - 213.00 CB JBiF4 % TOP/BANK TYP 0 -- - - - - ------------- ........... 65.00'_ ioi..00 Pc�l _-o 0 101.00, ST. 1 -18' ST. CB /-CONNECT 6- U.D. DITCH 28.00' -1 TO CB-1 1 CB-1 8 o 0. 1 21z TE� 671. 59J4. '9,, 18' ST. 0 0.12% 0 TE 21' ST. 0 0.2 X CB-2 6- U.D:.Jg 0.282 t 1 6- U.D. 0 0.282-, TE67L59 L- - - - - - - - - - - - - - - I E Z,! IE ASPH. ROAD N 13624.02 -CONNECT :6 _U_D - - - - - - -- 4 P.I. E -- ----- JO-24� ST 0 491 .0 L - -- - -- - -- - - - ­ - - -IBA CB cl CB -IA I DITCH 4 ,o TE 0, TE j (i WORTH 0 0.682 i 1�_ j -- - - - - - --- - - - -- - - - - - - - - 0 - - - - - - - - - --- GRID PLANT /-4- MH-4 6- 0. o o.*j8%-i TE 0 10 20 30 60 90 UG 668.83 1'=30' GRAPHIC SCALE A 'IE 3:1 TYP., 3 1 TYP DITCH D; I NIGH PAN 267.00' TYP. tt THIGH P 1. c; - 18-is T. 0 1.04% SWALE 0 0.24 I SHALE 0 0.241 ol . .. . .. . .. . .. . . ... . .. . .. . .. . .. . .. . .. . . . . . .. . .. . .. . . . .. . .. - - -- - -- - -- LL - - - ------_---- ...... ... - ---------- - - 7 7 rt 81 UJ IST & -I I1DITCH' 24. DO'. TOPSOIL STOCKPILE - --------- KEY PLAN PRO a_ CONNICT 6' U.D► 2 TO 11 ST.-- 3.00-1 8 i(TYP. f ;z HIGH PT. TYP. CB-5 8 5 S 7 18"IST _w 6,)1yXS_NT8 TE1671.00 0 1.04% --------------- 04-�� lc�7,X Rs' V/s _T 3 03-27-92 FIRE LOOP REVISIONS 3:1 TYP,IC y B PL LIG -15-92 E k37 ZE 2 Ot PER)A I T 20' WATER EASMNT 1 01 -08-92 REVISED FOR PERMIT 18' ST. 0 O.�27 0 11-21-91 CONSTRUCTION FUTURE AREHOUSE, -------------------- TOP/BANK TYP. ------ 45*91NO No. DATE SUBJECT ------- REVISION OR ISSUE r SWaLE o 0 2az ¢ SWALE 0 0. 242 ........... --_ ---- ------------------ ----------------- ............................ 1. 1�7 00' FUTURE[ WAREHOUSE 15.00'.A 1 50.00. 709.00' FUTURE WAREHOUSE ORAIRN GTM CHECKED ERM DESIGNED DAL / RMH OEPT.-G-. L. GRANT PROJ.-GR. J. LINGNE11 0 r r 10 U JANIES P_ SAULE I,ULE NO. 0081779 5' (WIN.) GRASS SHOULDE a 1'/FT. ov ST 01 & TCH V, 0 1",HM6 SEAPJA( 6 U.D. SSOE. INC. 0 0.28% MATCH LINE ENGINEERS ARCHITECTS lL.NNERS LAN. SURVEYORS SEE 9-36 1001 MADISON AVENUE TOLEDO. allIC 43624 1­ 419-21-1-111.1 TEL. 419-255-3630 24.00' TOPSOIL STOCKPILE 6'_ .0 JOB TITLE DRAWING TITLE SCALE: - 1­0 HERSHEY PASTA GROUP PARTIAL UTILITY PLAN �IST-L , -, *�', PROJECT HARVEST AND GEOMETRICS ot-1oh". 1 FondaCo-po *Uon XHw 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PAR 911173S So., Inc. WINCHESTER, VIRGINIA PROJECT _ NUMBER 1 ALEXANDER ?­1 -2190W DATESTART10 DATE CO�LErEO A OUAtNG C - 3 37tl-3.:1641 UER PLOT 27-MAR-1992 /usr/dgn/1173c33.3d 0 4 8 12 16 32 48 0 2 4 6 8 16 24 0 l 2 4 6 8 10 12 0 l 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 l 2 3 0 l 2 0 5 10 15 20 40 60 0 10 20 30 60 90 0 1020 30 40 80 120 IIIIII IIaL"«, 1 I 1 �1 11 1 I I l I1i 11 T I I I 1 I 1 I 1 I L� 1 1 I I I 1 1 I L�_� 1 I 1 I I 111111'. 111111 1 1 1 Lam, 1 L' 1 1 I L 1 I 1 1 I 1 I I I 1 ITTfTTTTTITITT [TT��iTr-1 [-TTi�-'�T7-1 .III III II MITT-T �� [7T1-Tti � TT � --j ['-T-�i � I I 1 --T L� r r1 Vz•=1,-0 �,•=I,-0 Y4•=1'-O %•=1'-0 Y=1'-0 %•=1'-o t•=t'-o 1S4•=t'-0 1•=20' l•=30' 1•=40' Ft IT - ------ STORM SEVER SCHEDULE l I ♦ ; ;� , r y \ PROPOSED WATER LINE �� 1 soo i F , STA. 22+62.07-PATCH EXISTING. �' ` �`rS I�♦ j `� : '' w OUTLET RIs L. 76 - �__ $ 1 ``1: " s p EL. 5�[ IIEL au [NVERr ¢ E 6 .26 BEGIN WORK BY PROPOSED A i s[ze EL. .� i' �- -� $ S LINE .- OTHERS - �.. REW� • I -. _ _ f9 19 67L59 21' S� 6G7.63 24 /E 667. 55 F G �a W U _.._.. r.,._.I_.. _.•�,._•.-.•�••_.•-•. •�• Li4 fi. -. _• _ •_.. _.•_..i. yv'�Tg1 ____ .__ °4 ' �.€ 149.L•�: 1 I �iHER _ u u � ''�. •:, .._ ._ .,,--••-••_••-••-••-••_••- - - _t ••-• -.._. -.. __ _ ._. __ .. ___ C8 20 671.59 N SR 667.29 27•SE 667.21 60' I.D. RISER • :I _.. __ t ---- s ' {� :• '�. _+--- ,•` ~ SqN� CONTRACT LIMIT 5'•• �� �„ .•L�"• W 22 6)/.02 IB' S• 668.00 � 60' [.0. RISER 1�1 ! SE 667.Oi y 7 - \ I '-•-,-_. .� ` '. •. . � , - '-- '--- 666.79 36' SE 666.71 1 . �s I �'. '1• .I `�• 20 AN TARP ca a 67s. s1 le s° 66e.00 e4 [.D. RISER I 'r _ \ "_-- ♦ F .` S [ SEVER L.. y `+•_._---- 1-_..�- d DBUD RUN NT t 1 ,i a- �', d:`• \• I I I.1,` .�:RE / '•.I:ASE1(E 18' SE 667.25 j '� TEMPORARY �a t +* b - - _ _ `lIH-510 / 36 N 666.54 b r6 666.b ': - - -- - ''•. _ _•---- ��'� Zj C8 24 673. 11 48' SX 6W, 15 b• NE 666.07 72- [.0. RISER : 36' TEMPO � ' " -- -- - CULVERT ` 1 . 1 r > W W �„- u w mJ- i / J / �_ SEEWQE 45 ` .` ` 3°4 - - _J M •a s. 66s. n b wE 66s.69 C3, l - / OR DETAIL" ` .l�(7 ' 670 Ul ---�_ m I.C. RISER I- gI :7 , I -------- - - 1 is 45�BEND _ ♦ ♦ \ /' "O.' `� � � `'SR 665.21 48- NE fi65.13 --_ - _ 1 _ ._-_-__. - 1 _ _. I� SAN ` • - t o, a`Y �, _- -- 4e : �I .,•. , '•. ••.. '. ''-. `•. ''•. - '/ o`•{�% 7. TYP.) _ -_.----- `EL• U% �,i 450 BEND 1 ` I - Y -T_• - - W 1. INSTALL A MlN/MUM OF 7/r/0 (2) W '------------' -- - - 1$ I -- •- ` �,• 5 P/P BEYOND THE I I �•.\ Ate. p ' LEN. E i. Q � \ TOE/SLOPE TYR.. ~ ,.,SNhgYy, / ---- x--------t-'' - -- - - i0P/BA ' - - - a ,� \,. 213.00' 132. - l 241 1 ; � � % aNi7 a e -- - 1 l i Qo I _ m •� 1 1 112.00'11 - � M.io P.T. 5 DITCH P.V.I � 1� I I I \' �� •'• � _J"os- ' DETENTION TION WWI- 2'+E BASIN � r GAS DITCH 3 x 1. ♦ �N 'L171E TO BE I 8 CB-19 STORY CB-20 ` ♦ �Q `ems /'OiHER lED BY TOE/SLOPE TYP. J 21' ST. 0 0.26Z TE 671.59 24• ST. 0 0.20X TE 671.59 -6' U.D. 0 0.28X DITCH a 2.00x '� 1 ♦ \�q DITCH 0 0.68X - ._.._. �.._. _-- _ _.._. _ 15.0' ♦ _------------- - ---------------- I 6• U.D. 0 0.28X - : 1 CIE 672:51 ?J ♦ I - - - - -� - - - T7° P.I. N 14842.99 ------- ---- ---- ------ -- --- ----- --- - -- ----- -------- -------- ----- o � � � � � � E 11948.89 aSPH. ROAD ° - -- ----- I---- ----; ---- ------- _ _ --.-.-.�- -_ --.- - - _ _ _ - - _ �� _._145 BE)D- - _ I _ - - - - _ -. s �� 01 e7 TO 21 ST. 1! I 1 -'� ���� ~♦ I �`L j 11414r ♦ `♦ _.. E�ITCH 0 1.801 - - I -- A -- - -i DI s `\`♦ ♦♦♦`♦`♦ 1 ao;CB-21 ;: - _ - - - - -� N 14563.86-- - - - - - - - - - - _..TCH 0 2.44x �. ♦`♦ �� { TE 671.96 : f �♦ E 11681.46,,-� ` \ i0E/ f00:00'fV.C. 6 I SLOPE i :'' --------- 50 00' V.G. ., \ Y '-------- 1.50' 294 00'1': -♦ ON ROAD, ♦♦ \ ♦ ♦ 1 1 j 1 -� > M: I� J� ♦ \ ♦♦ \ . .♦`♦ ♦\ i M I pQ� NORTH , o}- r_. w v •.. GRID PLANT N I IV' oc ¢ ti i ♦ ♦♦ \ \ VDOT STD. '. M , : .' -------- _ 4 60 90 -------- _ \- \ - , 1 ,•1 .,_-,• ..-_. I� N•\ •`� � � w 'e'.� ♦♦ . � '\ EX-2 664 92AL 0 10 20 30 I , 1 _ �m ,,�/ ,♦G4,`Q�'O 4'f� �\ �\ V .G` I �-ram t'=30' GRAPHIC SCALE T , - - ' OQJ� �`' 33.21'. : - ._.._..�..-..-.- ¢ I - - �� SWALE 0 l 39Z c 1- CURVE DATA 18' ST. 1 i % Q� 90°04:�• \ y O• v A- . _ Q. u J --- - i ° $ - \t i 1 RIPRAP ll 0 1.04% ~.., - - - D=23 u; = k \ Sl \ _q4 I MH-22 i ���_ _.__._-- ~- s W,PLUG IE 668.08TE 674. s� v T=249.11 r I 4684 = - - ' 8' ( TYP.) j - 30 \ `) - L 399.30 ,� (' 8 DEEP 1 F j \ TE 671.26� l 1 I 11 ,, I-�_ i- it ;\ W K •. oN. )' 1 1 1 EASEMENT,*ATER -44. I 1 o 1., yJ a� i 1 _ 4 � � PYYT. 1. fzz �' 1 1 1 1 . ' " U. D. KEY PIAN ' w s i' 9Op , N - 1 - .. .._N. .. 1 •1 oo , I:' 0 0.26X Rrr cr--- - I DITCH S •,51.�• F' $I I ' 671.60 1 '^ STORY9�s i , I 24:00' B o4 /5 92 FSCA /PEVIEW COMMENTS 260.00' I F �. . ) i , I _ _ '1�•►,�'I '� �o I l c`�I .off _ --I; FCSA GATE 7 03-27-92 FIRE LOOP REVISIONS �• I VALVE (3) 6 02-24-92 WATER LINE ADDITION 250.00' 265,57' 11� \ CB-24 r CB-25 I --� 5 02-14-92 FIRE TANK REMOVED W 1 ysQi PLUG (E 6 8.08 TE 673.31 48' ST. 0 0.12X / TE 673.31 ! %�� 1. 1 I I '- -____1_____ L- ----`- 48' Si.:O 0�12X TE 673.31 " DITCH 0 0.68z W 4 OL-23-92 VDOT REVIEW REVISIONS ti... CAP 'tr ►- ►----------'----�----_----- --►-- -- ¢ - - ---- _. -i ' •-ram w 1 ; 18' ST. - 18' ST. 0.1.04% 112' HIGH PRESSURE L , - ' 2.00' + 45°iBEND �o 3 Ot-t7-92 FCSA REVIEW COMMENTS 1 SEENOT0 1 04% \_PLUG IE 667.33 o� PLUG IE 667.3 B HERS ���,-�-1 (�/1 � H j 8i I 2 Ot-13-92 PERMIT `, GAS Y-OT N I t3E1.OQ' I� 6' W f 1 �' 1 01-00-92 REVISED FOR PERMIT - - -- 4------ r-------- - 1 - - --------------1------------------------------- ---'CL iy----------------- - - ----------------------- 125.00' -- ---- _ / 0 11-21-91 CONSTRUCTION T- -- ------------ -�-------- - - - --- -- --. ~r'~ --- - - -------- ---- ------L1__1----t-- / 25.00' \ 10" FW• - NO. DATE SUBJECT _ _ _ _ J---- --- 0' FW x' ------=---- _ ]0' FW a_ ._: �7 7 � IO_FW -- 10',FW 1 "%'- -- PIV • SCv L __ =•rl F �CU - •SCE plr.... CURB{ a>L I :h i___�-• 1 U_ REVISION OR ISSUE ,.._.._-. - Tg BOX 1 _� T '------------ 11 g ----- _L -------- --- - ¢ - = I s►e o I xl CURB - SWW I 0 .-1 .2. 80.00' z--------- _ �� hw�+e• \ 709.00' FUTURE! WAREHOUSE 5S.00 --s.. o I 8 '----- LL ----------------- qx i ------- I I I ----- ----- ---. ------« ? © ---------------------- - - - -- I A ------------- 0 IB $T. 1 I' -- ; 9 -�� � _12`FI1 PIV { DRARN MUS � yifAl27tpR�I� w I I t N�----'- I j w EDX I I--1 / ONNEC 6' U.O. ��` I !_ CHECKED ERY 4.ax_-- A 11 �O jSCVI r1-- -= �--'-- -J o f ;, o ' sl I ; I t 1 \Q I I I DESIGNED RWH/DAL • �La I I M y 1 I I \�I I 10.Cb' g ^ •UJAMESRSATIIB>• 4 I I II _ :� fE671.69 ------ I x- 1,_ L. GRANT ,+ N I I I I 1 I WI- I- ; ------ I I _� GAS t I ��'S�fdfiO`E'1 RROJ.NGR. J. LINGNEL IYo0011079 z 1 I ao 1 - ---- - - _ 40.00' - I8.00 of I wl j 1 `" g 6' U. 0 0.28z (TYP )I 1 1H -i LLT;1."+I I2.00' I AP o I�•i I H16H PT. I HIGH I. ASPHALT AV .+ P EMENT� o _ t - a to ��1�i SWALE N ��N♦ �� �. 110.24' - 280.00' I I;.. •--•.� 01-I P ' 1 200.00' ) 9 Spy an l I F . - - _ - I _ --._._.- - -MATCH LINE _ _ I } 1 °jr v a I 0 I N145B5.23 E. INC. --"-'-"�'-'-'-'-' {-_.-'_ I .� s _ I I I �- J _ _ _ _ 'k l "1 Q?�� ?E12218.27 ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS �� ' SEE C-37 --- ,- -- I- ---- - --- y----- �J I t- I I sl , 0 1 ;I I r I 1 j : w _ _ _ _ _d _ _ _ _ -....--IT._. �L__,_. l_ _. ._._.-J i I I ,�, ;�,r•• 30, WATER EASEMENT 1001 MADISON AVENUE TOLE00. OHIO 43624 LLI y i I Q^ wl I 9S �1� �✓ I N I I FAX. 419-255-0101 TEL. 419-255-3E30 92 L.k._eSro o,4oz JOB TITLE DRAWING TITLE SCALE. 1•-0 10.00' 15.00' 40.00' 5.00" 7 -- - HERSHEY PASTA GROUP Mn'PAR• PROJECT HARVEST AND TGEOMETR I Ct ?LAN 100 LL twlR. �EX9E., ITOf R:MKRr.X I. 3-0110 mpow hov FBoOs Co.-vo'eaon 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK g 1 1 1 7 3 P �.B. A1.-0Ev.5on. lro. WINCHESTER, VIRGINIA NUMBERT 0. v80�. 11, 25' �t ALEXANDER »_•'mayy 17103-132s r _ z TEL. ]i]-274-7041 DYTE -1 1. J `t 5T .mv«c�vCm•crKl,an FAX. 717-231-9=) DRAWING rE COMPLETED NUMBER 0 4 8 12 16 32 48 0 2 4 6 8 16 24 0 12 4 6 F, 10 12 0 1 2 3 4 5 6 7 8 0 i 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 2 0 5 10 15 20 40 60 0 10 20 30 60 90 ­0 1 -0 �--1 =I -0 14-1 -0 P 1'=1'-0 1 1 -0 1 =20' 1 50' 4- .1 'jv 1 T 0 10 20 30 40 80 120 1 1"=40' .......... J. INSTALL .4 1Y11V1AfLtM Or TWO (2) ........... LENGTHS OF tolPC BEYOND T11Z' VAL Yl VOOT STD 1 6-2 HEADiAL14 4 %, CONC. P I�E % IE COLLAR :% IE 664%17 ------ - 74.W-! IE 64 26 DITCH 12'\$T a 0. F �R - ----- ----- -- ------ - ------- I RIPRAP (18' DEEPi., A WK 0 L lkAP i% Y�i STD EW- PC%- UH -',08 % HE �LL':(TY EAl % A JOE/ K' TY 20' WATER AX EN M_ -r- t0P/BANK TYP. Ilk . ........ . - ... ..... ... .... .... TEMP. PLUG: ...... ----------- 1 2;W J -------- ---- ....... ... t----------- ------------ ---------- FIREWATER ---------- - PUMPHOUSE FFE p % --- - ------ % Pi T' ilb LCAP ♦ 4, EDGE DWG. -DRIVE -,4, SEE DWG. C-34 �JSWALE.o 1.00% MATCH LINE L---------------------------------- 7 --------------- --------------- .......... ..... --------- ---------------------------- _­_T ---------- SEE C-38 72. 00' CL f7o� HERSHEY PASTA GROUP NN" X meovoy Foods Copo-stion At.— & Sr.. 1­ ln5s"- 25 N_tW_ ALEXANDER lll�-1525 :7041 ­.r FAX. 117-231 9000 N ze� NORTH GRID PLANT 0 10 20 30 60 90 GRAPHIC SCALE KEY PLAN apt G 04-15-921F.TCA -RAF11117W C'9Af)YCNT8 5 03-27-92 FIRE LOOP REVISIONS 4 02-24-92 WATER LINE ADDITION 3 02-14-92 FIRE TANK/SUBSTATION REMOVE[ 01-13-92 PERMITS 1 01-08-92 REVISED FOR PERMIT U 0 11 21 91 CONSTRUCTION = DATE ..I.CT REVISION OR ISSUE DRAWN GTM CHECKED ERM DESIGNED DAL/RWH DEPT.mGR. LLG PROJ.MGR. JTL JAMES R. SAULE No. 008079 SSOE. INC. ; 01 ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS 1001 MADISON ­ENUE TOLEDO. ON 10 43524 FAX. 419-255-5101 TEL. 419-255-3a30 DRAWING TITLE SCALE. I' -a PARTIAL "TTI TTV 01 Aki PROJECT HARVEST AND GEOMETRICS 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK ­OjEC WINCHESTER, VIRGINIA N�BERT 91117 ATE STARTED 5 ATE COMPLETED 2.A"'G C-3 .EN I Pi nT 77-UAD-IQO� 1-11 1 1-- — P c 0 4 8 1216 32 48 0 2 4 6 8 16 24 0 1 2 4 6 8 tO 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 u I & '=I -0 V =I -0 44•=1'-0 3g =1 -0 =1'-0 V =l'-0 1'=l -0 IV2'=1 -0 1•=20' 1•=30' I•=4o' - .. - i� 6' U.O. - I I ti� O tp �t h°p { I ! STORY SEWER SCHEDULE 1 ? 0 0. 26% .. -------- _ - - - - ----------- - - - - -- ----------- - - - - -- I --- - - J-.-.-.-...-•-•-•------- MATCH LINE _ so aI - 1 - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- r T - - - - - - - - - -', srRUC. roR [kEr gAIFT REIuRYs 1 - Oi 1 N d>6 I 1 I I a. INVERT S[ff t N ? 24.00' TOPSOIL STOCKPILE. e: �I°>>a I �• stff rrrEPr IST TCHB HIGH PT. TYP. I I I w 7 en. 7 1e• NE ®.7 rz' [.D. RISER Q a a PROPOSED HATER LINE < j of I I �j CL ER 8 873.os 18. I I 39' M ®39' SE a m a BY OTHERS - ¢ ' I O ® 7. ' rz• 1. 0. RISEP I ! I 39• NO ® 42• SE Eall _ 5.00' Lo } , I I I I w 9 .r N■ ®.z• NE ®. 72- E.D. RISER n> RAWI: ITYPJ I of _. .--_ , �� CS 10 7 7 Q' 51 66s.87 48' HE ®.7 72• (.o. RISER 8z o 'I 14h67 I I 1a �• s■ o a8' NE 72- f.0. aISFA1IE oo20 EEII NA AN SE ce n 8 DITCH o 0.6- CB 12 72' I.D. RISER 4 s I J M u s■ ® 48• NE u -- - - -- -�`���'� 1 1 I SHALE 0 0.245 ! 15.00" 1 a N 132C74.771 I� I - - - - - - - �..- ------ _-._ {.' 1 I 1 i w 13 7 .ea 18 N■®0o 21' SE J- I P.I. --M Ni ® 21• M 7® 7r I.D. RISER u w m I I r .00 ¢ BROOKE R0. Ex TENDED - ¢ E 11156,20 *! pL,� * FFE®H0 I 1 I i V iU ®t4 7 I •12.00" I 1 IE 668.83 Q Iw P EDGE OF PAVEMENT . 1 I I I�� ® 2t SE 7. 3 BY OTHERS I I I I 1 COC815 en.s+ 18 N■ I 1 I --8 L.F,-18" ST. 0 i.04z . s>J 89.00' TYP. ''� 89.00' TYP. >s j I I I' • FUTURE ® I,, 873.32 2v No 84' I.D. RISK m y 20.00' > �� -¢ DITCH 0 0.92x _ _.._.►-. _-._ pp i I "' i I :I I �WAREHDUSE 48 SO SE® ��.. _..-• "�"� 1 ®re IT27 IE ® 1e• SE 6ee.7 VWT 01-1 ■/ >h I w of j- ~ I•i I I •\ ri I o s ; j 1 j Hi � °DI HIGH PT. TTP.- o f 1 .. I ! ! 1 f SANITARY SEVER SCHEDULE HIGH PT. TYP. I I I I ;. N>3 NIET IFi 11 + I i !� O I �• �1 I J o K: I uYjl i> sTRUL TOR ta. El. 135.00' NO. EL. 511E INVERT S[ff 0 INVERT REMARKS CL II O. 0. 8Z I s>�9 i o S i i -TO i ACF / DL wloe 874.3e a s■ (i 10-NE ee . 23.00 y I - ~ 709.00' FUTURE WAREHOUSEL0,00'. { 20. I I 24.00 ` 50.00 119. CB-8 TE - - - - - - - --- - - -- --- -- - - -- _ - - -- - - - - - - r� y ! T I 00' TO'FACE/BLD. TE 673.05 8 L.F.-18' ST 0 1L,04% 1 • t- PLUG N6U.D. -_.._..,.._.. > I I I I CONNECT i I 668.83 iL WALE 0 0.2az I v . TO YH-8 ' -8 - IE i . S-.,---00' I TOP/BANK (TYP. rPI o. IFr'I " I I BT- 133.60' 129.60'_ 129.60' 1 129.60' 129.60'1 , YP w' 129.60' TO CB15 5 CB16. - J 1 t w / '✓,J���\ f�✓_✓ ,,�,a.� v ' i^ �;�_. ,--�,, '- �T T..-����.-,. �'�^.�-'\ ,_may!-. J�,,�. J�-�,v Vi-�,-���\,^v ��� „ate..-�������'^,.;..✓��,,/�` �tir��/� I �,y am / ..-. 1 • I I t �i v ( 1 j- r I CDNCRENTI 0.--i V� 1 1 i 1 i -� �-n��� _ .��- �^ Y,�. 1 - - -- - , .,' I CB-46 PaSWA ETI f T T + s> I TE 672.65 it"¢T. 0 80 g o 1 2a,00' TOPSOIL STOCKPILE 45.00' w 9 I 0 I< ..0 6 llED,o I- i WALL EXTENDED > 9 I off• i - o 106 0 1 .. 1. INSTALL AM////MUM OF TWO e21 I I of I IODTSIDE FACE/FDN. ^ I g I1 I I v I LEN6T//S OF F/PE BEYOND THE o I --- -,--------------- ---- ------ 1�-......... 1 i.. VOLt/E. o; �OITCH I ----- f' I 1 = n HIGH PO T-------- (A PL 2. FENC VG OWNEA'S gG�POV/IL, ONAL C0' 2-6 J.D.o �% / g;> PLUG ! 1 ! I E ! - SHALL INS 411 AN A,01) NAL 300' ^� < ao IE 668.18 8 n i I e. 0.68% EA. 10' - IE 8.1 I I 0 CF /0" FH/ L/NE. FH SHALL BE TIED 11 LONG (TYP.) = w I - 18' ST.-0 (.0 --1 SWALE (TYPJ)TO TaE/o"FW_F,NSIAL[ED. ZNSTALL - - ¢ - - - _- _ CB-11 --- -- -✓� - - I I -- --- SCV TNO(2J P/PE LEN.+THS F )M END. II 1 - 1 - - CB-15 v1 w i 1...- - -I-- _ TE 672.64 TE I I - T 672.64 I r8 1 6R O$ FiOULDER I o 2 0 _408.00' OU IDE fAC (FNd. TO EDGE/PVYT, g' �pQ NORTH rI I 64.80 TYP: _ ►e s I I I I t . 67 • I _ r o � O 1'/ (TYP. w . - � , e / ei� GRID PLANT 1 0.\ 450.00y 64.80'---- 64.8iri yL. 64.80 64.80' lO a I /HIGH PT. 1 1` 1 - - a (TYP. ICONCRETE 17AV Ni -• i cd vRTEP cA ZiY CNT I sl e I < I• I ` , 0 20 30 60 90 I' s , ) - -- - J I J - r I ppJ - - < -_II ..'� - N I ..:' I a L1I I 1 z - I ' 1•\ Q='1' z �',. y ,-'. j SW E .,�, : lin _ �,. Sk. S I - _ I h N, ¢LIS SWALE ; - ¢ SWALE SWALE I- i --¢-SWALE I _ I 1' CB 16 I 1'=30' GRAPHIC SCALE iI - __ -. _.. - `. I ! I ; `•-------_ ST. 3_ I ` 42�-.Si_, 0 0.20x 4 SST. 0 0.12z ^ = i 0.687. ,' 48' ST. 0 0.12z I� 48' ST. O 0.16Z !� TE 14 .32 48' ST. O.OZ -- - -� -� -r-- ------s------- ----- r ------ ----- 1--- - w T. P.V.1 T 1--+ �-- w I I MH 9 ---•CB-10 ; CB-lOk CB-l2 i ---•�- I ! 1 •-�---••-.._.- o i. TE 673.83 iE'672.67 } IE 672ALE.67 TE 673.32 I I LLI ! 1,TY�A�� hp I I I I 1 --CONNECT 6T 6' U.0. 0 0� 68Z -- 18.00.' �- 2-6' U.O. o i I ! 1 l P... a,..... 1 F T I }� I o �I OT;35 TYP. j 0.68x EA. 10' j o� I J� 64 80` TYf�. - T -44 30' SAN. SEWER 6 �A s i LONG ITYP.) j I i l i y I yr I d p - ."-•. 8' SAN. - --g. _ -- �ti o A 1 TO MH-9 o a f - } J h'' o = 0 20' WATER EASEMENT --- [ WATER EASEMENT- /�V0' SEE.NOTc P 1 -SEE NOT 115. �- PLUG IE 662.90 I_URg , 1- W-107 - L -- - ---------- - - ----- -- I o -10' SAN. 0:0.54Z 1 E �2 - I gOX 1 TE 674.18 I _ I--- -=-- ----------------- - ---- - - - ---- ---- --_ �----------�_-- L -- - - --- - - - 3& P.I. E 11490.12 -- ;CURB , FCSA- �� 6' 0 28Z�---------- --- -'��- TF 834..E --- - .. To. o' ;' _ - v' FH I 1 FW -=' .-_ _ � y _4a; I -- GATE rr -- ---- ----- - -- - .F S V _ BOXYu,------- - -- - ------ =----►�-------=------�-- - valy __ �,� � �' C.4� _ M KEY PLAN \ �. 1Z+Fri _ ------ ------------------------ ---_ ------------- ------------------------------- ----- ---- --- ---- 12' CW i' - 1 CYr �.., L AN 1\ _------------------------------------ --- - - l - -=` - -- --- --- - - - ----------------------------------- 1--- --- - - --- ------------------------4'•------------ ---- `SO \. . -.\ r - --- - -- - -- - ------------- -- o _ _ _ '-IE P '��' .-,.� ' -. ¢ ASPH. ROAD �� CONNECT 6' U:D:••-- �-t T-6' _ o I� 8 04-/. 92 F,:CA F, E✓/EN CO,OIYFVTc' • `, i- I T t .� - .. �. � ! rn TO 48' ST. I 0 0.2 x -1� c /------- -rs, � � O - - - - _o - - - - - - - ASPH. ROAD 8.00' _ _ _ _ _ _355- - _ •-`t `, 1 I `t ^- - ---- -- ..-.- --- - -- --------------- --- --------T - -- -a--- --- - ---------------- --------------- ---- -- -. ---- 7 03-27-92 FIRE LOOP REVISIONS _ N I_ ¢ Y I 6 02-24-92 WATER LINE ADDITION 6' U.D. OUTLET - - - c - - - _ TRACK 03 nl - -- 6 U.------ ----- --- '.---------� { - . - -------------------- �- _IE 671.71 -- 0 0.28I ` --- --------------- - -------- I r----- I 5 02-14-92 TRUCK DOCK ADDITION •' SI TO DITCH- { m l 4 01-23-92 VOOT REVIEW COMMENTS 7 j TRACK 61 - - 3 01 l7 92 FCSA REVIEW COMMENTS2 Ot-13-92 PERMIT V T { TRACK E2 1 -------------_ 1"- I _ _ - - _ 1 OL 08 92 REVISED FOR PERMITS 0 11-21-91 CONSTRUCTION SEE DWG. C-54OR I 1 RR PLAN 3 PROFILE- �' I N0. DATE SUBJECT TOP/BANK EL. 673.00 (TYP.I - - TOP/BANK EL. 673. 0 (TYP.)- I ! REvl910N OR ISSUE V. D.O.T. STD. EW-2 I -I E 664.21 HEADWALLS , i, DRAMN GTM �,V{FAE-TyDA•��� - ``` \ '�• / 'v-1,' v �� - I 'l CHECKED ERM DESIGNED L / RWH 2.00' WIDE DITCH 0 0.60b �_ G 2 00' WIDE DITCH 0.60% DEPT. D �uJAMESR.SAULF1; .- .. - R - - - - - - - - -..- a- -4- -.._. _ _..-.._..- - - - - - - --.._.._.._.._.. - - - - --.._..- - - - - - - - - - - - - - - - --- - -'- /►- No.008079 • xi �r-�� ` R[PRAP �,%.t•• -I PROJ.4GR. ,1TL • (16' DEEP) ti \ ' r of •- -•• -TOP/BANK (TYP.) �4cyttECC - ---- --- - -- - - - -- - - - �- - -------- --- - - - - --------------- - - - - ------------------------------------------ - - - - -- --� -- - --- ►"c' .. I` y _ INC. I ORar EASEMENTl - 81Y SOE EN IN sRCHITECTS PLANNERS SURV YOR .- 3 W 2248. J�o . -. p0,. .. yJ��s g t - 1001 usOISON AVENUE TOL E00. OH IO 47624 5 4 �46' O D FAX. A19-255-8101 TEL. 419-255-5830 \• JOB TITLE DRA.LNG TITLE SCALE: = 1'-0 HERSHEY PASTA GROUP PARTIAL UTILITY PLAN ��_`� �1�•�•�.5..,•ITo77a■la PROJECT HARVEST AND GEOMETRICS xwy,oy p conxwoua„ 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK 91117 3 �, ;;9 =�`"`' V.O. BP. 1525 WINCHESTER, VIRGINIA PROJECT DRAw1NG NuuBER C - 36 ALEXANDER.,,� q IT105-1525 fF1. 7V-ZIaP)Oal Cmv.c [Q VCma[. act i[n cax. TlT-27I -9000 DATE STARTED DATE COMPLEiEO PLOT 27-MAR-1992 /usr/dgn/1173c36.3d 0 4 8 12 16 32 40 0 2 4 6 8 16 24 0 1 2 4 6 8 10 12 0 1 2 3 -4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 2 0 5 10 15 20 40 60 0 10 20 30 50 90 0 1020 30 40 80 120 1 1 -0 Y=1 -0 %.=I, -0 14z­l -c 1'=20' 1'=40' -------------- -- --------- T! ---------- --- ML STORM SEWER SCHEDULE MATCH. LINEit r [WET OUTLET AAA STRUC. TOP 4,, 1 CB- REMARKS A NO. EL_ INVERT INVERT TE 7 49 1 1 SIZE EL SIZE SEE C-34 - -- ------- - -- ------ /-4CB-29A ITS 673.80 C8 31 l74L20 10 NE j 15- SE 659.61 e��-76 LF 6', 5 Sw t CL I 10 `0.90%] c" 60.00- 1 0 C8 33 12' HE c:) 41 CONC. RETAINING WALLS 40.00' 0 4 _1 15.00' �0 SEE OWG. F-4 FOR DET.---� 15- W FWTZ-21 27- SN 5W.5411 6 U.A.z _ CB 34 No 27- So 669. 1311 .7 ca 40.00' a 0. 15.00, 27 sSo.2 SWALE %WA 't 12' w F669 291 - - -- - -- - -- - -- - -- - -- - - L -IT- .. . .. . .. . so 777 75.�O 1 ; " 1 00 CO 35 27 - So 30 77.5o ...... 4n ID FUTURE CATCH 08 36 8' SE Ftl OO' f 'S LE r �.J -7- To- T -1 BASIN f 1. w 18' NE __j It, A TE 673.25 5.00 piv CH 37 -7-77 _--7 InL K.AAA zi is AAA --69-.001 ON 38 &?.L5j4 8- SE 6 i :- S WT. CB 39 573.3711 a' w F66-7-.991 rz FH H �H �H 01 1 54 18- so F667.861 DRIVE CB 40 18' NO 667.64 60* 1.0. RISER S70W DRIVE c>A c PvLY 24' So 666.55 40.00' TUO rAILLi ce 41 15' SE 668. 44 • FUTURE 55. 00. t j -F - - ---------- STONE 130. I a TE ---- 1 r a 1.0�% ------ N -43 EB-31 - -- T 36' S.� 48- SE11 6M.01 I 674. tE [6-7 _4. �0051 I PLUG IE 9.7 m 27 L6EEO - ---------- 2 IiIDE-PERIME111- 1 0.24' SEE NOTE 1. 35. 00 C> al 45 671=00 10, NE 570.50 ............. X 135. 00' 280.00, 200. 00' _�STONE � I i w DO C8 44 12' SE TO FIRE WATERiLl EEI WE = _11 '00' 1 Oc k OR 45 F674 00 27 27' SO 2' WIDE PI 30. 4.00 15' 1 j C> _.. ; STONE. SEE NOTE-t-, PRE F672 001 PERIMETER 31 I� _�D 24 C8 29 I!NN7TERCEP R EEO 0 N14358.10 E .1?:). L I F_ tit' I 25.00' 0 1.041- 12* So 6' SAN. 661=11 -TOP/BANK FFIE 25 PRODtICTION FACILITY 6r tAN. RN 1.04Z 793.13' o/o FND. r F- 101 Aii.00. T SANITARY SEWER SCHEDULE P INLET OUTLET ------- - -- - - 11 •or Cb TOP REMARKS NO. EL. ERT ,, INVERT SIZE 1"EL. EL. LONG - 0, M4104 10-S. 556=09 toRE 2-6" 0. M7 fo. . E r T_TYP'.. 129.60. 136. 80' 112.00' 79.00. TEr�� PA .110.00, SAN. CONIC. PAVE 1 .04 51 c MHI05 101SM 10-NE 657.26 666 21 DROP MANHOLE bi-31'5� MH106 610 AIR" . ........ ..... art 1O*Sw 10-NE 204. 00' , I 1 178.00' . . ... . ....... A05.66' Bi 11-1 2 JADE PERIMETER 1� IFMIO9 16-- 7-7.-1 6*SE 1 7=..77. FLON *TER MH 2 NlBt PERIMETER 8. • CO -47 S; ;-4 6! 0. SCALE' ST%SEE NOTE 1. STONE. NOTE I ------- ------- 2' WIDE PERIMETE IEM] PLUG 4 STONE. SEE NOTE 1. _W K R N 4 To 'A PLUG �7'1 rlE� I E •�Bj HIGHiPT.'n -33 2& PERIMETER STONE 15 TO BE PLACED AT A tc UNIFORM DEPTH r 672 70 4- OF 8'. STONE SHALL BE IOUTSIDEJACE/FNI.� PLUG iFACE/FND- #3 COURSE AGGREGATE (SECTION 203 OF T IE1668.18 2-61 U.D.o,. T & PVMT. P.V.1.1- 1 1.THE VOOT 0.68% EA.10' 5T I .* 9k :ALVIn MESH LANDSCAPE FABRIC THAT INH13 TS SE & A-16 -To- v 0.682 EA. 10' o: LONG (TYP.) E Ok. S-6 SCALE I LONG (TYP.) AI WEED GROWTH AND ALLOWS MOIS U E TO . .. . .. PASS THROUGH BELOW THE STONE. TOP OF i - CONC. 20' WATER T� IE 672.5 _-IE STONE IS TO PATCH FINISH GRADE �-77 ----------- 1 .1 11, -f- . I I 4 EASEMEN I 0 I.M 2Z 40. ELEVATION. I TE�. 20' RATER EASEMENT 22�0 BEND 4' ST.' k E&Z CON . C , AM PAVEMENT Z.1 9. 50' IS ­ --- ------ -- -------------_-- ------ ON� T ASPHALT PVMT I T?45 -T I CB 1; �*" % ;0 ell 84.00' S ASPH[AL� PAVEMENT M Kr1 240.00'v;' WATER EA�tklllfl I j� L 24:100 -1 285.00 9.0 ­97 50' 76.00, j- R=5' D.0 LU44�. Q$ NORTH '7 A. hibi; Flr 0 16. 17- WALK 0 A 8.00 _Fm-log 7 I F 11 ;.� i 5 CURB IL V­- GRID PLANT L%L�_ F - CB�35 PARKING .LO`1 0 tB 71 TE 673.27 - - --- ---------- .............. .. SWALE SANITAR• Y`. 56.00, t STORM 9� r I CB-46 ------- - -- - CB 42 0 10 20 30 60 90 CB L-MENT CB CB-37 -4--2 L I -39 CB-41 80, L. 'n 1 TEE L� �.Ie 36' ST. 0 0.16 1 1 ST 8: Si.ST01'20 162 33' SIT. 0 0.20% TE TEJ6b73320 ot TE 6 . . ...... . .. . . . . - - - - 1"=30' GRAPHIC SCALE u 9 1 - \ ' - - N 14275. 2 T.� WALE &IL' (TY001 10.01 STORM 55.00' SWALE $ 64�$O.' -T 80 y �Qi_ �Z)lr T 64. -.64. 2-b" U.U.0 -15' ST?'*-.0,0X R=31.00 CB-41A_ ..... . - -- ----- - ZS 0.68% EA. •10' TYPJ5. 0' 00, .... ------- 125. j �71. 62 12 LONG (TYP.) .... I I - I -, I : f SNA 0.68% ...... 30' SAN. SEWER .-C r.LE 0 ALt 0 24.00- 304.00' EASEMENT - - - - 2� ............ ---------- cp - - - - - I L - BOX---- 1 rFCSA GATE PrT:, _1C FIL CONC 22�j 0 BE!�j- ............ . I -- - - - - - - - - - - - MI 1_ 10'FW Lj. _ _ - - - - - - - - -0 0.482 -7 - - - - - - - I_ - - - - - - - - -- LIEV - - - - - - - - - - - - - - - - - - - - - KEY PLAN -------rJS ---- - - - - - - - - - - - - - - I I - or\ - - - - - - - %5 -- - - - - 105 1 HE_FrNT� - - - - - - - - - - - - - - - f _�91H_. ----------- Ed -------- 28% A 791 0 0.2 CONNECT 6* U.O. % "IF S N.� i R -l" C7 -.-(D' --- - - -T 1 jE [6�7171 7 355.00, MH 106j,0 MH 101'j. .3 1. 248.51' 22 0 BEND TO 48'ST. - - - - - - - - - - - - - - - - - -- 7 - - - - - - - - - - - ell -V - - - - - - - - - - - - - - - - - - - - v, 7 04-16'-f12 F08A RZ 1CWCONHENT3 '237r-- .001 TRACI 03 72..6.00.--�'A "1 .34'. 6 03-27-92 FIRE LOOP REVISIONS A - C, 5 02-24-92 WATER LINE ADDITION 57 A E­ it 1E 24, T�R 029-60-i 7117 �_!i_ TRACK 01 J 02 4 -14-92 TRUCK DOCK ADDITION ----------- = . . ...... ..... . .... 01-17-92 1FCSA REVIEW COMMENTS IRACK~ 0 ...... �4 15. 00'- CL 2 01-13-92 PERMITS 011-08-92 REVISED FOR PERMIT 291.01, 11-21-91 CONSTRU SEE DWG. C-52 & C-53 0 CTION FOR RR PLAN & PROFILE CURVE DATA TOP/BANK (TYP. n-1 ASPHALT ROAD LA. REVISION OR ISSUE L -Lj 95* IE RR .1 ii 0=12*58 56' j 16442. IE� i R-441 -TOE/SLOPE (TYP. 0o T=, I V.: .. 2.00. WIDE DITCH 0 0.60% 83. C=163.94' DOT STD`. TOE/SLOPE TYP. ---------- L=89' LOO' WIDE DITCH 0 0.60% Ew.-.2 HEADWALL -- -- - -- - -- - -- - -- - -- - -- - -- - - -------------- .. . .. . .. . .. . . . .. . .. . .. - - -- - ­ - ­ - 7 Ki 0 JAMES PX_ SA No. ODSM L-Li 18' DEEP `t--TOP/BANK (TYP.) TOP/DIKE EL. lib eEB 1v\ice 'FSE. IN'- .Z4ENGINEERS ARC.IT.CTS PLANNERS LAN. 3.11Er.RSS4304�'ZrK 1-1 hA^OISON AVENUE TOLEDO. (1110 43524 -255-5101 -255-3850 FAX. 419 TEL. 419 JOB TITLE .1 ORA.ING TITLE SCALE: 1 -0 HERSHEY PASTA GROUP PARTIAL UTILITY PLAN NOTE: SEE DWG. M-36,11-37,11-38 FOR CONTINUATION OF IM MnT� A M11E. �1. 1101c PROJECT HARVEST AND GEOMETRICS GAS,WATER,STORM & SANITARY IN BUILDING. SEE DWG FP-1 & FLDI CONTINUATION OF A oi-p. a FIRE WA�ER IN BUILDING. X"wsh" Foods Ccwpcwauo- 540 PARK CENTER DRIVE SEE DWG. M-39 FOR FUTURE SOLIDS INTERCEPTOR DETAIL. FT. COLLIER INDUSTRIAL PARK R.B. A 3i',-v"_',`­- WINCHESTER, VIRGINIA ZnS25 St, NUMBED ALEXANDER %.01- 0105-1525 TEL. 7171' PA70'4t WE STARTED .ORAS.IN C­­C­t­t­ ­,T, FAX. 717:.141-WW I JGATE COMPLETEDNU E. i DI nT IZ-00-1m7 1-, 1-11 1 ­1 DRAWN GTM CHECKED ERM DESIGNED RWH DAL DEPT.MGR. L GRANT P OJ.AAGR. J L N N LL a M 0 4 8 12 16 32 48 0 2 4 6 8 16 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 6 7 8 0LL 11 2L 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 2 0 5 10 15 2210 40 60 0 10 20 30 50 iT- 40•=1.-0 14.=1.-0 y4 =1,-0 Ih•=1,-0 �.=1'-0 Vzi'-0 1•=1 -0 1 =1'-0 1•=20' 1 =50' -- -- \ y - - - - - MATCH L f NE ti -------•- ----------•---•-•- - - - - -•--- --------•--- - -----•----- --•------•-•-•-•-•-----•-----------•s- -- y.. ' 35SEE CTE 673.80 \4�• I, ', A=25°12'03' Ch.=197.81' Ch.B=N9°45'54'N cl PVMT. P.V.I. \. \. \ \ �•i i ..''SO I .. � ..` ) � i i J, .y'ifs � ••. 00 Ke I 10 LF, 12'ST, 0 1.O�Z' ICfrj� Y \ ,,` \.`� \ \� Z .- �✓v,r� .,_''�ii PL - PHASE .2 IE 669.729 \ \. 'SY o b r✓` y Pp p\ ��i' A� ' 1 'CB-31 t i KI -TE of j 1 \ \ ( �, I�•, ,� '•• ,I' _ / of inl I :I \ '1 TE ih0 -y�9a• - - 45� , , !\ • FOP 01 � �v L51 I � %-'� - -.._--� - --r---•-• -- - I ' \ •� i � SEE i' � � -�� IYF17 03 ^� _ L1ff1242J ' i \ �i' 0 i j t\o 24' SAN. 0 1 'J+\ o ' " y',• .ram- �EH 1, � � � � �\ �1 / 0.69i ' �'�j _� �• I1+-504 36' TEMPORARY STREAM CROSSING MH-102� ' �� Rom' :\ '�y� ! ` SEE NOTE 01 OUTSIDE FACE/FND. 1 r O PVMT; P. ,[:- s { T / E EC A ll i� W`1,OOA - -�-, - -�p6K ►\$ pcK'r2.'� 667.00 IMIN�.1�.``,.TE $ _ - '-"�p� "�_` ' •.J.�J 't Q.A ''' •--..- .. -.._ 5 -•-. 5 OvF-RFC 0 �` ' . "' _ ' ,. \ N 1 ---- --- / / I ; '••., 1gp� ,�' 60�•'Lpa ,'r�IPRAP .. -505- - -' - - %(4'WxiO'LxIWOY \ X, r -.-.-- I \ er VDOF STD. EW- 1A-- PC � ---- ----- '"� wQ \ 24�- r �i. ' Z9 �� HEADWALL (TYP.'iEA. END) R �10 li. .. 1� ' ZOF ISM \2 00 -IE ` 55.34 AN \` TOP/DIKE E :"90' ,680667.00 (MIN )� , 6ss, Fq . k \ \� s ExIST SAN. \ �S OS i PUMP STAYION � 7 I� i. I' -1 - -, 60 1 LLJ • -\ PE•. - - �T 2 j U TOP/BANK (TYP.) , , 55442'55''E- 0-' 5 -, \ a5 \ N'0 4r �--S 33°I \ OE I B.14 30 00 S� NOTE: WORK ASSOCIATED WITH THIS PROJECT NO O o TOE/SLOPE (TYP.) - g0.00_'_ 9d" TEND BEYOND THE LIMITED ACCESS — S 54°28'37' W IS TO Ex SS / FENCE. 132.00' 1% _ ?90 ri \........... -4 I 90 0 10 20 30 40 80 120 I i I'=40' SANITARY SEVER SCHEDULE I7�r a - EL. c,_ 16T e._ IM'EAT REYAR[5 DROP MAMOLE NOTES: 1. EXISTING 21' SANITARY SEWER UNDER PROPOSED RAILROAD SHALL BE REPLACED WITH 24• CLASS 52 D.I. PIPE INSTALLED PER A.R.E.A. RECOMMENDATIONS, 2. SANITARY SEWER PIPE BETWEEN W-101 AND MH-102 SHALL BE DUCTILE IRON (CLASS 52). j NORTH GRID PLANT 0 10 20 30 60 90 GRAPHIC SCALE KEY PLAN r v1c am R.+n G 04-/E-92 JFCOA REVIEW COMMENTS 5 03-27-92 cAN5EWER REVISIONS 4 01-23-92 VOOT REVIEW REVISIONS 3 01-17-92 FCSA REVIEW COMMENTS 2 01-13-92 PERMITS 1 01-08-92 REVISED FOR PERMITS 0 1 11-21-91 CONSTRUCTION NO, DATE SUBJECT REVISION OR ISSUE DRAWN GTM CHECKED ERM DESIGNED RWH / DAL DEFT, MGR, LLG PRo--GR. JTL 14 ?�1'SAs110 00# u JAMES R. SAULE 5 NO.008079 • '- 1 / TOP/DIKE EL. 667.00 SE / • '. - I I S SOE. INC. S 6'- W 2248. S _ 9 J 9, ENGINEERS ARCHITECTS PLANNERS LnNO SUR VEr ORS 1001 MAOISON AVENUE TOLEOO. OHIO 43524 (TYP.) TOE/SLOPE J (r FAX. 4t9-235-810t TEL. 419-255-3630 �\�OOO 21�?s0 3 JOB TITLE ORA.ING TITLE SCALE: . 1'-0 HERSHEY PASTA GROUP PROJECT HARVEST PARTIAL UTILITY PLAN 100 O'S—Ato wE, °E•44 AXU 1703 1V AND GEOMETR ICS x Np•fh" F,odt. CAa•pO'eLs4 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK 911173 Al�.andPr L Sm, (ne. PROJECT P.O. zn525•», AINCHESTER, VIRGINIA R.O. �o. 1525 NUMBER ALEXANDER R��ifburA• PA, 17105-1525 /••� rAL. 717-_74-7041 DATE STARTED 1 Z 5�..[ Cm tractva7Cwevuctim w FAX. 7l)-271 -9000 DRAn ING 15 V DATE COMPLETED NUMBER 1 PLOT 27-MAR-1992 /usr/dgn/1173c38.3d r C Is 12 16 32 48 0 2 4 6 8 16 24 0 1 2 4 6 8 10 12 0 1 2 3 0 7 8 0 1 2 3 4 5 5 0 1 2 3 4 0 1 2 5 0 1 2 0 5 10 15 20 40 60 0 10 20 30 60 90 V4*=l '-0 •-0 112.=1-0 3't­1, -0 1"=l -0 1Y =1 -0 1 '=20' 1 ' =30' -----T-- - - 0 10 20 30 40 80 120 1"=40' I DITCH 0 0.68%— I I Y-P. J 3: 1 TYP. 3: 1 TYP. 01 TCH_' H ............. ----------- TOPSOIL STOCKPILE L T 3:1 (TYP.) M. TOP/BANK TYP. el 5' (WIN.) GRASS SHOULDER i 0 1'/FT. (TYP.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. . T ............ 0ITCH'(9 ----- - - - - - --- - - . . . . . . . ASPH. ROAD 675 53 TYP, Ylt%Fr (TYP) i. p C5 //4 TE G72 F_ DIrC*40.74Y. E 017-Cq d 648%.- F D1rcH @ o.ez% DlTclq @ 01 (p �CS 18A rE TYP. (o7Z6/ 676.75 TYP. - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - 'j WH-4 f DITCH NIGH Pr W-ORTH TE :- GRID PLANT Z ------ !'j LLJ F ------------ .... LLJ 0 10 20 30 60 90 1"=30' GRAPHIC SCALE b SCALE 0 0.24% SCALE 0 0.24% 7 ------ Et ------ 675'83 a .... —," ....... - -----------I 1 4 XX ------------ ......... ... 37 T ........... ........... 676.75 TYP. _44� • .........38 pp I KEY PLAN 4P -=�C (TYP. TYP.-- HIGH PT. TYP. .. . .......... _-- ------- ------- :C&6 TE FUTURE WAREHOUSE 0 1-21 -91 CONSTRUCTION FFE SUBJECT SHALE 0 0.24% REVISION OR ISSUE ........................................... ... ----------------- SWALE 0 0.24% -0 6 75. 8 2 CHECKED EIRNA DESIGNED DAL/PIV14 v 1ANIFSR SAI iC DEF" % --GA- LLG NL, (71,079 PROD-MGR. J. LINGNELL Ile �SEAL ; SSCE. INC. - — - — — v MATCH LINE - J. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - — - — - — - — — — — - — — — — — — — - - - - - - - - - - — L' ENGINEERS ARCHITECTS PLANNERS LAND SURVEIGRS lOot MADI$ON AVENUE TOLEDO. oHia 43524 676.75 SEE 9 — 4 �jTYP. FAX. 419-255-5101 TEL. 419-255-3030 JOB TITLE IRIII TITLE PAVING'CALE� 1 -0 HERSHEY PASTA GROUP PARTIAL .. .....e PROJECT HARVEST & GRADING PLAN x Hwshay Foods Corpwouart 540 PARK CENTER DRIVE A� FT. COLLIER INDUSTRIAL PARK 1173 All 3.q _Ale..-st'"er . X'­ --- WINCHESTER, VIRGINIA PROJECT NUMBER PA. 17105-1525 ALEXANDER R.O. I 11—h, ARTED TEL. 17- 4 DATE ST Lan ...... C­­_ ­r' FAX. 717-231:9'0000 ORANING DATE CG-PLETED NUMBING C-39 I,/ z o*oum r *a 02468 m m o 1 2 4 6 8 10 12 o / 2 3 ^ s a / u o / z 3 * 5 s o 1 2 � * o / z � o � � o�mo� *o uo ommm ^^^-'''- ' ' ' ' ^~'''''' '' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '��' i-I-+-f � ! _~^ - ��� / ~ 'c:l 00, ,~ / / -'---,260. i �7 \ > \ '^` � ^-~ '" -'�'--���-�------/�'-����---�— � �'---bTh�'���' - _-` _�_���gi�����____-'^---'-�..�'^ i DITCH- - ' - —68Z ` ` ~^'~' - ` '`^ i ' ` `' TE= FIRE T � ! »o 90 0 10 20 f------� ..~~ 415 " =1 ' -0 1, -0 V4'=I'-O E . . . ........ I. - %.=I. — ----- - ------- - - - ------------ X, • -------- --- ti • 480 -- ----- ---- iLLI -77, - --------- i(n % .20 ........... ... ----------- - k9 % N TOE/SLOMTYP.,. % DETENTION Ilk, BASIN ----------------- -FIREWATER PUWPHOUSE \.o- % FFE -------------- ........... .. .... 0 ell \0 ---------- ................. 'Fe-T /8ANkJtF. I % o % -T6 72.177 .0 % EDGEICONC. DRIVE oa tit SEE ONG. C-40 SHALE 0 1.00% 671.36 j No t m 29 MATCH LINE L........... I ................................ - -- ---- ---- - ----------------------------------------------------- ------------ ----------------- ..................... 14k SEE C-44 L "I tl .......... S� .............. ------- (—j-08 TITLE HERSHEY PASTA GROUP x Hebl" Food. Coowouan ALEXANDER "'* Ilu- JiZA. 4175-1525 TEL. 1 731 0 F-. 717-231-9000 WORTH GRID PLANT 0 10 20 30 60 90 1'=30' GRAPHIC SCALE 111-21-51 lCONSTRUCTION NO. I DATE susiEcr REVISION OR ISSUE ORA.N GTW CHECKED ERM DESIGNED CIAL/R IES R. SM Ir • OEPT.MGR- LL(3 1 NO.008079 —OJ..GR, JTL 4, 41 ;t PROJECT HARVEST 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK WINCHESTER, VIRGINIA ArE STARTED SSOE. INC. S� .............. ------- (—j-08 TITLE HERSHEY PASTA GROUP x Hebl" Food. Coowouan ALEXANDER "'* Ilu- JiZA. 4175-1525 TEL. 1 731 0 F-. 717-231-9000 WORTH GRID PLANT 0 10 20 30 60 90 1'=30' GRAPHIC SCALE 111-21-51 lCONSTRUCTION NO. I DATE susiEcr REVISION OR ISSUE ORA.N GTW CHECKED ERM DESIGNED CIAL/R IES R. SM Ir • OEPT.MGR- LL(3 1 NO.008079 —OJ..GR, JTL 4, 41 ;t PROJECT HARVEST 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK WINCHESTER, VIRGINIA ArE STARTED SSOE. INC. v ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS tOOl MADI SON AVENUE TOLEDO. 0-10 ♦3624 FAX. 419-255-5101 TEL.,419-255-3530 OR—ING TITLE SCALE, 1'-0 PARTIAL PAVING & GRADING PLAN PROJECT 911173 NUMBER 2n.— I N13 c 4 1 PLOT 13-NOV-1991 /usr/dgn/1173c41.3d 0 4 8 12 16 32 48 0 2 4 6 8 16 24 0 ,t 2 4 6 8 10 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 2 Whii . .. t� L. i ��T II I I i 1 1-1 �� I I H't1i'1"', i i I l f� 0 5 10 15 20 40 60 0 l0 20 30 60 90 0 IO 20 30 40 80 l20 I i i t i i I - -1 ',, I i I i I vs -I -0 �'=I,-0 44'=I'-0 � T %'=I' 0 %'=1'-0 ki v -0 1 =1'-0 _ i i i i 1Y,-1 -0 1'=20' 1.=30, ��•''y/a' p F, o��' s I o : / I I '.,'lam yp:' --------_, MATCH L I NE's 1._40, y•off-..' '-• -•- -•- - -- -------'_ ------ -- -_-•-4•-•-•-- •---•-•-•-----------•-•-•-•-•-•-•---•- •---•-------------•---•---------------•..-- JI F,-ma. TOPSOIL -STOCKPILE I Yr •- - -----------------= --•-•-•--•-•-•-•-----•-•-•-•-- -•-•-ITOPSOIL I �i I 676.75 TYP. s>s - _ ..----- I L U ~ Ni\ �! �. - `' HIGH PT. TYP. 67TY 6.75 P. I o s d w i m I a� 3: 1 DYP. 0 z j -ice 72.59 2I \ ` 9 4 D/TCN N/GN PT. 673.60jMH-7 ITE 674.27 �¢ _ ' -¢ DITCH 0 0.68%% -- h 675 8 - r --- - ------ -- - - - - - - - I - UUCALE o 0.24z .._-._, ---- r/FrCH i9 ._-. L W W FUTURE WAREHOUSE FFEBROOcE RD. ExiE�ET - P.I.? T/E-/N 0.92Z- %'/FT. TYP. I I 676.47 '� 676.20 END FUTURE 4 BROOKE Rd,/ a FUTURE DITCH o 0.92x I > 1 s ¢ EL. 677.2E I I WAREHOUSE GIN WORK _.._.._.. 00o Ed o� Q n+ws j 673.09 TOP/BANK \ I I i (TYP.) �� 3:IjTYP. HIGH PT. TYP. t 41 \ 1 6ji -j aK � r , I I{ I Nj ryi , i I I I I ---- \ 1 I I / I \ -f I CB-8 I ZI E 67305 S'�.i5 1 BANK Jill '. / \f o _ I I �. SCALE 0 I 673.25 (TYP) W Z I I 5' (YIN.) GRASS I GHOUL 0 l'/ Y_ I I 675.83 1�\ G76.24 �/`_v�--��� I ,�. I •�v' ^� � �I �-.��-v ��-�,� ���.�''..-v'W� e� ✓����,i� ���^��✓-v'�lv�✓- -I I ✓ `r" vim` - Y '" T � f 'TOPSOIL STOCKPILE. ti I ` s>9>' \ ✓�\ 1 s> G7ra.15 vE �� I a pi ID/TCHH16H PT.. r J - I 675.85 ?\ o7G I TOE/SLOPE TYP. 1 I F 67427 v kHIGH PT _ - a > 2:1 (TYP:) ---------'-.-_- (TYP.) i PVMT. P.V.I. 5 0 _, I � � �� 676.75 TYP. 1 I` <, 676.75 TYP. �'I j j I 1 I� 673.25 TYP •� 673.25 TYP.- 1 l I _ -i - - - - ----------------- :1- - - -- - - TOP/BANK TYP. I'.I �' �I 673.08TE 672.64 673.08 / �B-13 673.0 i CB 673.08 1 TYP. TYP. >\ - j s - -- �TE 672.64 ;ATE 672.64 -T 1 673.84 NORTH � j I lz i �' J` 1 I 674.28 674128 GRID PLANT N / e + 674.28 W HIGH PT. w 673. 4 (TYP.) CONCRETE PAVEMENT ? I Q j .t- 1 a O 0 90 w i V. 1 �� I 1 z' 673. a0 SCALE a - SCALE N . _ I ' « _ ... �I 6 - - 0 0.68x N _ -_- _ - 1 =30 GRAPHIC SCALE --) _ � 673.7E I .573.7E I 73.7E c� I " 673 7E ST. 3-\ moo`/ ¢ _.T-- 68Z �j J -TE 673.32673.32 0 0 672.98 _ Z' I I T. P. YH-9.CB-10 .. .------- •---- _- -- - -• ---- -•------- -• a •- --• -.. _..- --•--• --�--••-----•----•-_----••---_.. --Fj - 1 i - - I ¢ I CB TE 673.83 / fiE 72.67 \ 673.11 TE 6 TE 673.32 673.62 ! I ^ \ �SRALE [ - j y (t SWAL� x I o I I 0 0.68z 674.07 I \tit: ' 1• I I I l /ems J� i I 674.Ot _s I I o/ jr I j ! 674.22 673.78 674.22 673.78 4 4 ?,��5 I I I I \ 74 _ __,,., i p r ,o -• --- o D`44 E 6 .39 „ \� y NH'107 ---- qy i �q .,.,,-- ... -„ .- , r sat 1 --- ......... �� I `. �l/ S�pq •. I 674.57 TYP. j;� /FT. (TYP.) � 674.57 TYP. _ .. -- - � .. ----- •• ••,,.,• � 1 - - - - - - - - - - - - - - - - - n - - - - - - - - - ASPH. ROAD - _ - - -,- - - - - - - - � -, ...- 674.57 TYP,, E 674,18 KEY PLAN 1 _} .. ,, . ASPH. ROAD � '••....: 1 I _ - - 674.94 TYP.-- � - 674.94 TYP. - - - - - - -- --••. :; T• - - - - 1 A Yx'/FT. TYP.-" .i, I t • SEE DWG. C-54 FOR + 3 - -/4 92 TR!/CKLLCr ADO/rio t' R.R. PLANT S PROFILE _ R 2 /_23-92 VOO- � _v/EW REV/SiilN � ---------- TRICK �1 MIT: ' 0 !; i'�•92 5� T A R2 1 21'.1 N TOP/BANK EL. 673.00 (TYP.)- I NO. DATE CO IO SUBJECT \ - TOP/BANK EL. 673.00 (TYP.) NSTRUCi v REVISION OR ISSUE 668.24 "' _.,� - YHEADWALL D O.T. STD._ E� GTY \ \ \ .•\ �. I OESIGNEO DAL JA'.N£S R, SAULE > 2.00' WIDE DITCH o 0.607. \\ \\ ...... - - - - - - - - - - - - - - - - _ _ _ _ PC 2.00' WIDE DITCH 0 0.607. DevT.4GR- RWH LLG• ........... - - - - - - - - - - - - - - - - - -' - 1 \ J I e- ;. \ R18RAD EPl - e ; BE . ...... .. ----,-. 1 _ TOP/BANK (TYP.) - - - - - - - - - - - !- I er �ktli 11 _ �\ --- '----- ------------- ---------- ----- _. -TOP/DIKE EL.(667.OE(TYP.I 664.08 N �- - •- - � PROJ.4GR, JTL =eaoe o . - 20' DRAINAGE EASEMENT j SSOE. INC. A._.._.._.. �:^a.._.._.._.._.._.._.._.._.: ..._.._.._..-. ...... - --�• _. •-•'"' "• ••'-"����-•--•-• •'--•�•�•-_-•-•���_��.+-_.�-_�-�-.. •' ' ENGINEERS ARCHITECTS LANNE RS LANG SUR '"•, ..... _-. - \ 040 - -�' Yam••-^ •'-( _ -�-•_-•-• _I -- 001 MADISON AVENUE TOLE00. O't s. 1 $43 46 23'W 2248.55` I6 P (`\.' .Sp -_-__ FAX. 419-255-5101 TEL. 419-2 5b V„ �- JOB TITLE ❑RAWING TITLE SCALE: �I HERSHEY PASTA GROUP PARTIAL PAVING & �^­S, Aa'�.�. •.=8�,.1.A.uVWJOpI^ PROJECT HARVEST GRADING PLAN Foods 540 PARK CENTER DRIVE �Mer+hey Co-ooreuon ---- - FT. COLLIER INDUSTRIAL PARK g 1 1 1 7 3 /, M.R.AIe.onCer6Son.lr+�. WINCHESTER VIRGINIA NNBBER 315 v gnu Str«t P, O. Bo. i525 ALEXANOER TE . ,11 ?y os I525 r _ 4 TEL. 717-231-WOO DATE STARTED DRAWING c A fintr¢tar,iCm,[ruct lon7041 FAA. 737-231 -9000 DATE COMPLETED NUMBER PLOT 19-NOV-1991 /usr/dgn/1173c42.3d 0 4 8 12 16 32 48 0 2 4 6 8 16 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 2 0 5 10 15 20 40 60 0 10 20 30 60 90 0 10 20 30 40 80 1 . 20 1/6 =I, -0 1-0 %-1 -0 •=I, -0 =I, -0 1 =I, -0 V=20' 1"=30' ... -------- V=40' ------------ TYP. ------- ---------------------------------- -- ---- ---- ............ MATCH LIN ------------------------------------ ------------------------ ----------- r -- --- -------- ---- ----- - . . .......... 78 -2i ...... . 4, -40 SEE C .. . ..... .... CONC. RETAINING WALL 673. 1 Z2 SEE STRUCTURAL DIGS. ITE O. 76.00 674.85 F677.21�-N 675.83 0 SHALE 0 0.68% SHALE 0 0 675.22 SnLta- . - -- - -- SWALE 0 0.74Z - ------------ R >1 675.59............. 7 .59 DITCH AL(."?T' T -27 �: - I --- D E L G]j 4 _Sl TE . .......... 75.59 x PVT V 7 7 2' WIDE RIMETER STONE DRIVE STONE. SEI NOTE I LIRE ...... FUTURE A. wi L? 676.75 TY.P. YAT WARE • Lbi T q TYP. \SI Z TYP.: 51IN' SO. CONC. 676.75 . ........ ;z FE STOOP ..(TYP.) r-;z- B-31 FT. t YP ........ . . . . . . . . . ------------- --:c iu�j mi Zn 2- WIDE PERIMETER 21 WIDE PERIMETER -TE 674.00 STONE. SEE NOTE I STONE. SEE NOTE (L .......... 0: ... -- ----- PRODUCTION FACILITY ... ....... .... ...................... Ty�)+� -l' - - -.1 . ..... TYP 76.31 ---------- U� WH- NOTES: FF F677 251 CONC. WALK E TE PERIMETER STONE IS TO BE PLACED AT A N' UNIFORM DEPTH OF 8'. STONE SHALL BE 67 .00 675.50 #3 COURSE AGGREGATE (SECTION 2030F THE VOOT SPEC IF I CATIONS). PLACE A FINE MESH LANDSCAPE FABRIC THAT INHIBITS 674.85 ----------- ------- - .... ...... NEED GROWTH AND ALLOWS MOISTURE TO PASS THROUGH BELOW THE STONE. TOP OF STONE IS TO MATCH FINISH GRADE C13 -7 /1 ELEVATION. IL TE 74.00 2' WIDE METER - ---------------- CD STONE. SE TE I STONE. SEE NOTE I - ----- --- ...... ...... ... 2' WIDE PERIMETER MH -192 ....... TE 0 N N\ 1 '/FT. TYP. TYP. Y4 F6T. ::2� Y 676.7 ------- - . .......... CLSWALE (TYP4) TYP. LUNE. WALK. 4- .. . ...... CB-33 -34. TE CB 67 C8 -X' 38 - - -- - -- ------- I TE --- ----- - - 91 TYP. -5-1 TYP.--j 672.10 TE TE =67,� 3=5 ASPHALT G. S-6 A-16 CONCRETE PAVEMEN-T,7 0 MOT STD.C6-2 ----------- SEE -D. I', ALT PVMT FOR WALK DETAIL- CONC. CURBATYP.) 4.28 ASPHALT HIFjH FT. PAVEMENT 674.39 7� 50 NORTH 675.49 73.84 6 *-� 0 a L 673.84 t6 -00 GRID �.32 CB 45 PLANT TE 1674. PARKING LOT 674.08 4--L ------- - 0 10 20 30 60 90 673.76 SHALE & - ----- - *--- 11 - I +- I I I " -- A & 673.1 STORM ... ... .. - ------ . %�� :. - . tTs CB-4 CB V.- 673.44 TE 14- TE TE= CB-4t 673.55 ------------- - ------ CB-377 Cs 10;2% - . \ 673.68 2 39 673.59 1'=30' GRAPHIC SCALE TE------- CO^--- . ... ......... -- - -- - -- - -- 7 .44 3 - - -- - -- - -- - -- - 3'19 -- -------- SWALE T - / (TYP:) I I j ot 3. 44 SHALE 673.75 1��j - -- ---- ----- - --- - ---- 6=7 3 Lf TE 673.63 t..�TORM - - ------- --- ... ....... . - - -- ------ .......... 6 4.03 j7fl / i �67306 --- - -------- ------------- ---------- ------------ ------ 673.62 4, 673.52 I _SNALE,@ 0.68% It SWALE.0 0.68% V 67 .43 CB-41A WH-105 -,MH-M ... . ..... .......................... ------------------ .. . ........ ------ ------- - ------ 674.226TA CONIC. �TE TE T TE .... . ...... fr Ilk, ... . ....... -------------- /? TYP. *9 ----tASpH' ROAD - - - - - - - - - - - - --- - ------- tRp FT. TYP.%j TYP. TRACK 03 .... ... ........... - --------------- •t TRACK 01 ............. ............ Ilk, t TRACK 02 SEE ONG. C-52 8 C'53 c FOR RR PLAN PROF ILE --J TOP/BAN( EL. r6-7-3.0-01 (TYP. ;V.D.O.T S Ew-2. 7- HEADWALL -41 jai vise .ram I 44 KEY PLAN -wioto Z 0.14-92 r.7'7ier bOct- 4PPIrlOW 1 01-13-92 PERMITS `0 11-21-91 CONSTRUCTION NO. OATS SUBJECT REVISION OR ISSUE .0-4 - -------------------- OPAlXN GTM 659.89 RIPRAP DEEPY TOE/SLOPE (TYP.) LLJ. -:3- "1 CHECKED ERM 2.00 WIDE OITrH 0 0.60% 2.00' WIDE DITCH TOE/SLOPE EL. I I . . . . . . .. . .. -c DESIGNED RWH DAL Q JANIES.R. SAULE 5,' OEPT.WGR L. GRANT 659.10 (TYP. Y . . .. . .. . .. Nm 008079 • PRCJ.�GR. J LIN NELL rl 7 . . . .. . .. . .. . .. . .. . . . .. . .. . .. ..TOP/DIKE EL. 667.00 (TYP. TOP/BANK �TT (TYP - -------- 7 4 polfo..44 TOP/DIKE U. =(TYP.) �7--------- -- 4s9gT- .")wlhaI20.00' DRAINAGE K yyh. . . .. EASEMENT 77 OE/SLOPE� SSOE. INC. .. . . . .. . .. . . 2248.55 -- - -- - - ENGINEERS ARCHtTr-rs PLANNERS LAND SURVEYORS 1 1001 NAQISON AVENUE TOLEDO. OHIO 43524 10FAX. 4L9-255-5101 TEL. 419-255-3830 - JOB TITLE ORAW[NG TITLE SCALEt 1-0 HERSHEY PASTA GROUP Im S T PROJECT HARVEST PARTIAL PAVING & GRADING PLAN x Hwsh*V Fooee Ccpc•atjcm 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK U.OJEcl NUUOER 9111 =-j", WINCHESTER, VIRGINIA P.O. ft. ALEXANDER TEL 4 -7041 FAX. 717-231-9ow -- - DATE sTWRrED Oa C 11 LFT - -- -- _ - - ---- 0 A N 11L T I , 9 v 1 2 3 0 1 2 0 5 10 15 20 40 60 0 l0 20 30 60 90 46. :1 �•=1,-o V4'=I'-o '� =1-0 -0 1 =1'l0 1'-o 1'=20' I T �z'=1 AND CB 29 670.i1 h 72. 00' I ¢ SCALE `0 1.00Z \ \ ,' \ 1hd� \ --- ----- ---�-----'----- -� -': -:,_ \ MATCH LINE o - Q - - \\� �.\; L 4\ -�. y SEE C-41 - - - - -'- - - - - -'-'- ;.- - - ----- - - -- - - - -- - - y. \ ':\ G CVRvE DATA Rx 455.37' CB 29A ' \\ ; :.\ }� ,.,. A• 199.41' \ i L i T2 . o aD \ \ \ < A ° 25' 12' O?•' PVMT. d.V.l. Ep �. --, �rlRSL 1 _ : K yes TYPFT I \\\: \\ I �J \\\ °lo\j \ \\ ATE 663.24 •\\,` 6� \ ✓^��,✓r'+-•� i \ B ` (D rr lam;' 16, \ - TE o \ \ j \ TE 657=FYt " o \' . • �' - • j 7. -.. \ \`' 0 r j •TES 74.91 \\ FO1 ••. E 6I5.37 b I, • ca 3 3 \ 675.02 I - I - N� pR i } r, 9� 36' TEMPORARY DD/Sp;j TE. z. MH-102 \ \1 STREAM CROSSING TOP/C E\- •5 667.00 (MINA j � TOP/OVERFL 66.5 \ \ \ MA,CH`1XIST. EL. 8 - r' 4'r '• c� `'. �654, is _ MATCH EXISt-. EL,•� P 10 5 \ 6s RrPRAP \ - \ (4'NxiO'Lx18'D) \ 'Nti 505 ' - T YOOT STD. En_ TPC �' � TE 659 14 ; y. • _---... '• :' ,IP.1 \ HEADNALL 1 TYP.: EA. END) ,, � t. '' .. • - 1 'yjS 5 5A OE(S� I •• 65 Q / - f 1 TOP DI 667.00 (11IN.) I sss / I EXIS NG SANITARY J , __ - �`� • �,. � ` I ', i � '�iA ��! PUMP �7AT10N • 1 e- � —TOP/BANK (TYP.) , O NO WORK ISSOC/ATEO W/TN THIS P.FoTECT /S TO FXTCNo D W THE L /M/TEO A��e �� FENCE _ 00 Qqq /Nq� ✓ \ \ ``� \ , r ran, �, / /- EcYON Fq`` r X \ \ `i ��-:, r CPO 010203040 it-1—i 1 1 1'=40. , I �pQ� NORTH GRID PLANT 0 10 20 30 60 90 f1 ( 1 1'=30' GRAPHIC SCALE -41 44: lM o KEY PLAN !m RAb 2 / 29.92 V,�rDT 1-13-92 Pr,M(75 0 11-21-91 CONSTRUCTION NO. DATE SUBJECT REVISION OR ISSUE ,F 0 I .' O \ TOE/SLOPE t TYP.) — - - J w �L: r •-• do i 7 �4O °moo.-;-.. • ,\ , \: �, j ORAnN GTM CHECKED ERM , { DESIGNED DALI)? �: OEPT.4GR. LL C] iVu. (•Oli(Ii3 3:1 ( TYP.. ) �.t II ' i l� �r� RC'I 'Tfl� TOP/DIKE EL. 667.00-_ - \ • �N44o+ SEA SSOE. INC. ! \ �,�- �— •' — 'L 'V� , ENGINEER$ ARCHITECTS PL<NNERS LAND SURVEYORS S 43p46'23'w 2248.55 % - _ — ,I //� - /5r ^�' sO IOOI MADI SON AVENUE TOLEDO. OHIO 43524 TOE/SLOPE (TYP.) PAX. 419-255-0I0I TEL. 419-255-3e 30 JOB TITLE OR— ING TITLE SCALEI 1'-O HERSHEY PASTA GROUP � PROJECT HARVEST PARTIAL PAVING & GRADING PLAN �^ �_ • �. —1. �,.,=,L...1•'Tp1,�'0 Diana a xihw4wV Foods Co oo.euo- 540 PARK CENTER DRIVE - ----R.B. FT. COLLIER INDUSTRIAL PARK Ale. a.dx L Son, Inc. 315v �,^5=�e-= P-O. Bo. 1525 WINCHESTER. VIRGINIA PROJECT NUMBER 911173 A,1 ALEXANDER Ho ',part'y PA. V105-1525 TEL. 11)-2i4-)041 Cono-nc'arvca.ycr-1w A.. TIT-[3'-9om -- --- --- --- DATE STARTED DRA*I NO — DATE C44 pNPLE TED NUMBER PLOT 12-NOV-1991 /u,rllml 117',AA 71 0 4 8 12 16 32 48 4 6 8 16 vs. =I.-0 ±4 =1'-0 3ld 1' EXP. JOINT FILLER A SEALER FIN. FL. EL. yz' EXP. JOINT FILLER A SEALER (TYP.)- 04 BAR 0 15 c/c -a 4-94 g BARS x z /w REINFORC SIMILAR 2'-0 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 2 0 5 10 l5 20 40 60 0 10 20 30 LLl l I I I I I 1 I I I I I I I i i. I 1 I I I i 1 1 1 1 i 1 11 r r 1. f--t- HH H' � �T'� F!T� I I I't-1�HH i i ! i I— i i ! I i—� i i- 4.'=l'-0 '=1'-0 YZ'=t'-0 %.=1'-0 1�•=1'-o 1•=20' 1•=30' COMPOSITE SECTION -SLOPE BOTTOM 1% TO SUMP NEENAH R-4990-OX HVY. DUTY C.I. CONC. PVMT. GRATE 3' 1'-0 BASE (P.) ITYP,) l o G � i z -oq FILTER o 0 FABRIC N L-----1--- --- - ° ° )° OUTLET ° ST. °O TRENCH DRAIN DETAIL SCALE: 1'=1'-0 m` w NEENAH R-2595 CATCH BASIN _ FRAME A GRATE OR NEENAH R-1648 z MANHOLE FRAME A LID < <o /-16' MAX. ADJUSTING TOP ELEVATION TO HERE / RINGS IF REQUIRED T "0' RING TOP VARIES 2i 4• CIA. 0 c 8 w x� J � �O ;I 2 Z O w STEP <I� ZD w it "t" J w0_ 0 O.D. 2" MIN. OPENING zi of PRECAST CONC. MANHOLE SECTIONS 1 1 6' ��\\I� i/ CONC. FORMED INVERT PRECAST CONC. o BASE r SEE TABLE BASE [.D. MIN. 't' MAX, PIPE SIZE 48' 5' 30" 60' 6' 36" 72' 7' 48" 84' 8' WHERE INDICATED N SCHEDULE 9' NO. 8 STONE CONNECT 6' U.D. TO ST, s/DBL. WYE 6' U.D. 0 0.24% TOP ELEV, TO MATCH FIN. GRADE-- i 18'xl8'x8' CONC. PAD / PLUG IYE BRANCH THREADED BRONZE COUNTERSUNK PLUG ZORN Z-1450-7 '/A' BEND SANITARY SEWER CLEANOUT DETAIL SCALE: 1'=1'-0 ENGINEERING FABRIC 1' 3 TREVIRA - —' 1114 OR EQUAL 8 STONE 61-P.V.C. PERFORATED UNDERORAIN UNDERDRAIN DETAIL @ PVMT. EDGE SCALE: 1'=1'-0 TOP ELEVATION TO HERE NEENAH R-2015 CATCH BASIN FRAME SAND GRATE NEENAH R-1785 MANHOLE FRAME A COVER s/VENTED LID I" � w -PRECAST CONCRETE ? = MANHOLE SECTIONS N - ASTM C-478 0 1= JOINTS ASTM C-443 Ar. O � u l a5 Q � U STEP 5' 5' 4'-0 DIA. 8' BED OF Y2 PIPE DIA. NO. -7 STONE \ 6' TL— - CONC. FORMED INVERT .� \ \ :,A _ r 8' BED OF PRECAST CONCRETE BASE --/ NO. :7 STONE TYP. CATCH BASIN & STORM MANHOLE DETAIL FOR 33"0 & LARGER PIPE OR WHERE OTHERWISE REQUIRED NO SCALE TYP. CATCH BASIN & STORM MANHOLE DETAIL FOR 30"95 & SMALLER PIPE SCALE: 4'=1'-0 POST — 6' DIA. SCHEDULE 40 PIPE FILLED ■/CONCRETE m ! FINISHED GRADE —,W m 3000 P.S.I. CONCRETE i th 1'-6 ' D[a TYPICAL GUARDPOST DETAIL SCALE: 3" =1'-o BASE i R `\ NO. 8 STONE �— 6'-P.V.C. ENGINEERI711NG UNDERDRAIN PERFORATED FABRIC l'_3 i TREVIRA--- 1114 OR EQUAL UNDERDRAIN DETAIL SCALE: 1'=1'-0 60 90 0 10 20 30 40 80 120 1'=40' BACKFILL FOR BACKFILL FOR PIPING UNDER PIPING IN PROPOSED, OTHER AREAS FUTURE FINISH PAVEMENT - BUILDINGS 8 PAV'T. FINISH GRADE BACKFILL TO \\ EXTEND TO ­1 UNDERSIDE OF f EXCAVATED w SLAB OR BOTTOM OF MATERIALS u BASE COURSE FOR I ",��Z> IF DECLARED m PAVEMENT SUITABLE FOR COMPACTION BY COMPACTED SAND OR 067 I TESTING LABORATORY LLI STONE (AASHTO M-43) AND LAID IN 8' IN 4' LAYERS �� / LOOSE LIFTS AND f J COMPACTED AS J SIDE OF TRENCH T LL SPECIFIED. IF ADEQUATELY - g z Y BRACED TO MEET m w u SAFETY CODES AND e. REGULATIONS .tcl 12• PI'PEI 12-1 COMPACTED SAND OR 057 STONE AX. 00 ax: IN 4' LAYERS PIPE BEDDING & BACKFILL OUTSIDE BLDG DETAIL SCALE: fig'=1'-0 t 68J �I� Q ei 68S � � o � �i o;� PROP03E0 6- TIN.' � Q N N GRADE 680 6RA 680 COVER 670 G 70 F?GvcSco A i /1'"R/ATER Z/NE \ �� 5/ - 45'BEND 5r crr[EKs �� L G65 4 48'_ 26- 47 c60 DUCT/i E SiS�JN_ CGgS3 S2� 660 NOTE: TO GiV/,'. 0-34 fOiP ?Z,41V _WATER/SAN/TV Y 6�0SS/N/' 191RX1 lENTE` D , IIIZ- SCAL t": /"=50'f/0k/ZONTAZ ; / !/EST/CAL FIRE HYDRANT OR POST N « INDICATOR VALVE N I PLAN I 2'-6 I 2'-6 � 6" DIA. SCH. 40 / PIPE GUARD POSTS ` TOP RAIL 4' DIA. FILLED WITH SCH. 40 PIPE CONCRETE I mj s -FINISHED GRADE 77, I Dj' 10.' 3000 P.S.I.CONCRETE ELEVATION PIPE GUARD DETAIL SCALE: %"=1'-0 Joe TITLE HERSHEY PASTA GROUP PROJECT HARVEST 100 (A.STu . UIK, .E.94.. °DNS.LvuIIA 1>Olf 4e10 �� X °Wrsh% Foods Corpo suon 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK M.B. Ale.arWer65on, hc. ►YINCHESTER, VIRGINIA Sl4 v s,„ Str«t A,1Bo. 1525 ALEXANDER I.—q 11105-1525 ----- -- --- TEL. TII-214-7041 DATE STARTED CAnvoct—CPn Vuct— FAX. 717-231-9000 DATE COMPLETED NO TFS /. SANITARY MAN1101E.3 AND ,r 'T/NGS SHA44 5E /N ,10007P0,4A/6'E W/Ty THE F?EGEP/C4' COUNTY S'A/✓/TAT/ON IUTHOR/TY K/A'TER' AND SEWER S1'4ND4,P09 ANC SPEC/F/CAT/ON.S. 3 /-/7-'Z =C5A T5 /-13-92 Piz% li'S / - 8 9Z ;7E!//9ED FORPEPiY/T 0 1 11-21-91 CONSTRUCTION NO. I DATE I SUBJECT REVISION OR ISSUE DRANN GTM CHECKED Efly DES IGNEO RWH / DAL DERT.uGR. LLG PROD-MGR. JTL :.. —S R. SAS ELF • -. U79 C" l! ~ R SEAL SSOE, INC. V ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS LOOL MADISON AVENUE TOLEDO. OHIO 45024 FAX. 419-255-6101 TEL. 419-255-3E30 , DRAWING TITLE SCALE. 1'-0 DETAILS PROJECT 91 1 17 3 NUMBER DRAWING C — 4 5 ,NUMBER U 4 G 1L 10 5L 4t3 0 2 4 b 5 lb 24 0 1 2 4 6 8 10 12 0 l 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 z �17, riii�u 1 I Ii, i i i I 1 I i 1 i I I L I I =1'-o %"=I'-0 i2' 1'-0 k'=1'-0 -- 1•=1'-0 1112•=t'-0 JOINT SEALER MAX. �. R JOINT- y4• MAX. GROOVE & JOINT DETAIL LONGITUDINAL CONSIR-LI.CLIOII JOINT JOINT-l'Ox30' DEFORMED TIE BARS 0 24'c/c ^� TRANVERSE CONSTRUCTION -WENT JOINT- 1'0x18' SMOOTH & M JOINT. GREASED DOWEL BARS 9 12"c/c 'ti .1- SE GROOVE & S PVMT. REINFORC STOPPED 3' FROM x—K ` x ZI FIRST POUR L/2 L/2 SECOND POUR ,WWCOT G>`PT/1 '114LL BE P CONSTRUCTION JOINT A NO SCALE: WWF 6x12-W8.7Xr4.0 x—I 1 SECTION 316 IO' HYORI.ULIC CEMENT CONCRETE PAVEMENT (2 SECTION 309 6- AGGREGATE BASE 0 SECTION 305 SUBGRADE COMPACTION TYP. RIGID PAVEMENT SECTION SCALE: NCtIE NORMAL 7I/ UNDER DRAIN 1'-0' 12'-0" h I ¢ PAVEMENT-_ I _ II SURFACE PAVEMENT AGGREGATE,BASE L SUBGRADE I SUBGRADE COMPACTION T TYP. PAVEMENT SECTION SCALE: NONE EXIST. GRADE SWALE ,--SEED & MULCH EXIST. GRADE (TYP.) I pN /SEE P Ui� --Soo TYPICAL SWALE SECTION NO SCALE HALF PVMT. THICKNESS JOINT SEALER PVMT. REINFORCEMENT STOPPED 3' FROM JT. AGGREGATE BASE 5' TAPER 1' EXPANSION JOINT FILLER (OMIT WHEN ABUTTING ASPHALT PVMT. ONLY) _ JI PROVIDE 1' EXP. JT. FILLER & THICKEN NEW CONC. PVMT. ADJACENT TO OVERHEAD DOORS EDGE JOINT B NO SCALE 'lddd�l (D SECTION 315 2' ASPHALT CONCRETE SM-,A C) SECTION 315 8' ASPHALT CONCRETE BM-2 (2 LAYERS) (3) SECTION 311 PRIME COAT O4 SECTION 309 6' AGGREGATE BASE, `Y7E -�I s SSECTION 305 SUBGRADE COMPACTION PERIMETER ROADS TYP. FLEXIBLE PAVEMENT SECTION SCALE: 1JC%E 3' 3' I'0xl8' SMOOTH & I" GREASED DOWELS BARS 1 I_ 12' c/c ACROSS SLAB JOINT SEALER r ti HALF PVMT. THICKNESS PVMT. REINFORCEMENT LAPPED IT MIN. ON EA. SIDE OF JOINT. gl O2 3) j 5 Cl, SECTION 315 IVY' ASPHALT CONCRETE SM-2A C- SECTION 315 13y' ASPHALT CONCRETE IM-IB 3O SECTION 311 PRIME COAT �UNDERORAIN ® SECTION 309 10' AGGREGATE BASE ( 2 LAYERS) C) SECTION 305 SUBGRADE COMPACTION PARKING LOT TYP. FLEXIBLE PAVEMENT SECTION SCALE: NCNE DITCH W✓4""' ' NEW OR NORMAL SECTION ROCK ENCOUNTERED EXIST. GRADE ,-SEED & MULCH NEW OR (TYP.) EXIST.GRAOE - -1' 0 EXIST. TOP OF 0�PN n ;, ,i SOUND ROCK �Y --- - -SOD ROCK EXCAVATION EMBANKMENT TYPICAL DITCH SECTION SCALE: fie'=l'-0 SAWCUTDEPTN ,r Y9 TRANSVERSE CONTRACTION SCALE: NCNE P41 \r 14, SIaA Q� \p4`F�FN r PEDESTRIAN RAMP DETAIL NOT TO SCALE RAMP FLUSH WITH PAVEMENT PAVEMENT L 6'-0 RAMP '1 SECTION SCALE: V2"=1'-0 C-46 PVMT. REINFORCEMENT 3• (NOT CARRIED THRU JOINT BUT LAPPED ON EACH ENO OF DOWEL BAR 12') —, SEE NOTE (A) 3• SAN CUT JOINT SEALER 0 5 IV 1�1 2V 4U DU V 1U 4U JV VV yV V 1'=20' I•=30' 1'=40' T HALF PVMT. THICKNESS V 0 x 30' DEFORMS 1 j TIE BARS 0 24'c/c NOTE: A. LONGITUDINAL JOINT. THE LONGITUDINAL JOINT SHALL BE CONSTRUCTED BY SAWING OR BY FORMING. IF THE LONGITUDINAL JOINT BETWEEN SIMULTANEOUSLY PLACED LANES IS MADE WITH A CONCRETE SAW, THE SAWING SHALL BE DONE TO A MINIMUM DEPTH OF ONE-THIRD OF THE SPECIFIED PAVEMENT THICKNESS WITHIN THREE DAYS AFTER THE PAVEMENT IS PLACED. THE WIDTH SHALL BE APPROXIMATELY %" INCH. IF THE LONGITUDINAL JOINT BETWEEN SEPARATELY PLACED LANES IS MADE WITH A CONCRETE SAW, THE SAWING SHALL BE DONE TO A DEPTH OF ' INCH. THE WIDTH SHALL BE APPROXIMATELY 44 INCH. IF THE LONGITUDINAL JOINT IS FORMED, THE GROOVE FOR SEALING SHALL BE FORMED IN THE LANE PLACED LAST. LONGITUDINAL LANE TIE JOINT D PAVEMENT I CONCRETE WALK PVMT. ELEV GIVEN ON PLAN co 1' 11 ml _I� TYPICAL SIDEWALK SECTION SCALE: �'=1'-0 3' JOINT SEAL J01NTEFILLER FIBER PVMT. REINFORCEMENT TO BE STOPPED 3' FROM JOINT ; I HALF PVMT. THICKNESS I DOWEL CAP l'Ox18' DOWEL BARS 12" c/c ACROSS SLAB GREASE THIS ' HALF OF BAR TRANSVERSE EXPANSION 5-06 REBA (4 SIDES) ', gig \'�'�(d N LIMIT OF TRENCH — 3000 P.S.1.�CONCRETE I OUTLET PIPE mT LIMIT OFITRENCH EXPN.IJOINT MATERIAL SO. CONCRETE PIPE COLLAR NO SCALE 0 10'-0 v SEE PLAN FOR TOP/ON T i0E/SLOPE DIKE ELEVATION _ EXIST. r BEYOND - , 3,/ GRADE c.\`\TO/n/T acr✓AL ftr15/ONS NAalES �y DETENTION IV_. -....- BASIN / \ G SECTION 309 8' AGGREGATE BASE 0 II-21-51 CONSTRUCTION a NO. Oa TE SUBJECT TOE/SLOPE - '"� w � \ REVISION OR ISSUE _ \ - VOOT SECTION 204 \ - VDOT SECTION 209 ORANN GTM - RIP -RAP 6' COMPACTED OPEN CHECKED ERM GRADED SHOULDER MATERIAL TYP. STONE PAVEMENT SECTION ' DESIGNED RWH / DAL • u JAAIES R. SAUL CEPr.uGR. No.008079 SECTION RRGJ uGR JTL SCALE: NCNE r SCALE: NONE C-41, C-44 '000,4q44 �,U z SE S SCE. INC. �y. ENGINEERS ARCHITECTS PLANNERS LAND SURVEVOR5 C 1001 uAOISON AVENUE TOLEDO. O-IO •302♦ FAX. 419-255-6101 TEL. •19-235-7�70 JOB TITLE CRANING TITLE SCALE, • 1'-0 HERSHEY PASTA GROUP PROJECT HARVEST DETAILS x Nkwowy Food. Corpersucn 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK A H.B. .le.anCan i Son, Inc. 715 voVgn�str»t NINCHESTER, VIRGINIA- PROJECT 911173 P.O. Bo. 1525 ALE XANDER HR . 717- PA. I7I05-1523 TEL. 717-231-90D ConcractaT LCmav,.c,lon FAX. ]IT-271 -9000 _-T-- -- DATE STARTED NUMBER DATE COMPLETED ORANINO NUMBER PLOT 12-NOV-1991 ZF1:1100,4011173C46.@GN;I 0 4 3 12 16 F�iluL 32 48 0 2 4 6 8 16 i Ti 7 T i 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 6 7 8 1iI r I 1 1 i 1 i 0 1 2 3 4 5 6 u i i r 0 1 2 3 4 0 1 IIlI Il iiiiuiuii 2 3 0 1 ; O S Ir�rrT 1/6-L'-0 Ye•=1'-0 4,'=1' 0 •=1'-0 V2•=1'-0 i i i i r rrrrr i =1'-0 1'=1'-0 142'=1'-0 1'=20' n 40 60 0 10 20 30 60 90 0 10 20 30 40 80 12 � � 1.=30' 1•=40' 0 SUBJECT A • u� W S R SAULE i N0.008079 5 a RLnNNERS LINO SIIR vE�ORS TOLE00. OR IO 4562• TEL. 419-255-3850 SC.LE: ♦0' - 1'-0 a OI 1 G & TR I NG 911173 C-47 0 4 8 12 16 I 32 48 0 2 4 6 8 16 �� 1 L 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0LL 1 2 3 0 1 i 1" 1 I l i l I I I 1 1 1 I Iy 11T1T,T.. I ' IT. ! �', ��� 2 0 5 10 15 20 40 60 0 10 20 30 60 90 0 10 20 30 40 80 120 - 1 1 1 1 1 l f`i i i I V;'=1,110 %'=1'-0 ,T���1 rTTH � � i i 44'=1'-0 3y'=1'-0 '=I,-0 %-1'-0 1'=1'-0 1�-I -0 I I 1 1 1 1 1 1 I'=20' I 1 1'=30' ['=40' i u 2 oI `r I I _ -- -- I -_- _ _ _. -- - -- • t''. ]E, 669.37 g W W 665 8' SAN 0 t .. __... - - - - -- --- - - - -- - - - i ----- - - - - -..... - I _......... -- ---- _ ------------ I .................... ----. 1 W w W' 0.40% 10' SAN 0 0.542 CIE 662.67 10' .J 660 8 IE i E r _ IE 660.76 ` lE 660.56 SAN 0 0.48Z 0' SAN 0 0.48x! - - •o $ PLUG [E 662.90 ; i i I i i 10' SAN 0 0.4RT H o 655 $ �$ [E 658.85 ig 8 IE 658.65 .- - ..... -- -- ---- ------------ _.. __ . --.... --i� i 0 --IM-- - - - _ M -.....-. .. - -. '-'rm .._.� E u 657.26 57.46 I E ; `I$ ` S ts'r J 650 to --I "' . _. _.... . . ........... ..... .. ..------------ --- .---------- -... .. ..-..----- ------------- ...--.-.........-__ - ---- ------- ........ . wl"'.. .... .-_ ..-_-__._--.._- . - --- .--..-.___-.-.-. .. .-.-.--._-..... _...--- ------ -- ... ...._-__-_.-.--. - -... ......--.--- - ------- d."...------------- ------- - -. ...--- . .... ._...__-.- •wl in `' ..-. ------ _..__.-_. -- ;. • O N. QI' On O. 01' ZImo' M .--. ♦ �. �'. 645 690 685 680 675 W 670 s 665 �! • i 660 7 655 650 3 ¢ SAN. SEWER STATIONING 10" SANITARY SEWER PROFILE 690 W to • t'. v D V: T �' n. T, M. tom: : --.... ,T o R, U3 tD m 685 x m , m FIN. GRADE �- ----...._ _. __ _... _ - .... - ._ - ,_ _ _.._ - ._! ..... �.. 675 -� - EXIST GROUND -- - -- ---- - , -- - ..670 81 665 t 665 660 655 650 C' �. m m' 645 690 690 cc 7; 685...-- --- ..... - ._ 685 680 w I - � I 675 o I 675 of oI 8 _ �I 670CA ---4 ------ ---- -- ------ - . .. m, 670 FIN. GRADE 8i 3 i 665 �"I �i41 - • ------------. +"� - ._..._.-.- - -- ------------ o 665 I �iiD y.N iGov ... .. XIS GROUND- 10* 660 10• SAN O 0.48% - - - } �\ }i 4 L F 24' DIP T 10' SAN 0 0.48% , I � � � E _ :__ 1O' SAN 0.0_32z- LDUCTiLE IRON1-_:..-- _ i .... EXI$i. 21' _ _ _ _ --- - - 655 IE 65 36t 655 - - - - - - - + _.......... - -- -- 10' SAN 0 0.32% •- --- _ .._ __ _ . - _ t 655 + 2� -- - - - - - - -- I ` FERNCO LDCX - T`r�-.. IE 656.09 I I 655.89 _ COUPLING \ 1654.55 IE 654.35 fE 653.68 / \�I 653.48 1 FERNCO LDCX 24' SAN 0 0.69X - - - _ _ _ _ _ _ .I - _.... COUPL I I 652.80 6� �. i - --- 650 EXIST. 21' IE 652.11 - t L .. - - - - -_ 650 g N m' o ry o: o. N v M., m'. m o'. n !E 652.32t 1E 652.31 1 10' IE 652.80 0 ' IE 650.85 �[E 650.65 EXIST. 21 M O m x ¢ m m aD m. 10. m, m. c> n- :w �. rn oa1E 649.91 645 645 645'^• w cD m'.. m' m. en: m. tom: m, to m, eo, m �( '-( t � t + 1 t L W -I t 20 ¢ SAN. SEWER STATIONING 10" SANITARY SEWER PROFILE 685 685 I1; I O O W I 680 a . � W l0 tD +en N t0 o � o t0 ' o 580 Z�< N INTERCEPTOR N - , FIN. GRADE 675 ' n 675 - ZEx[ST, 8 SAN. / 670 - GROUND , tE 666.91 0 670 + 6' SAN O 1.04z 6' SAN 0 1,04x 8' SAN B' SAN _ I � [E668.34 _ O 0:40x 0 0.40% 665 \-[E 668.98 o 0 [E 667.03 � � • / CIE 666.68 665 660 .� 660 I ! 655 X ¢ O�W 1�--ViS�•-rt-}-� M ^ Ti%-- ^ _ _ aw 655 ¢ SAN. SEWER STATIONING LID' [E 654.35 6" & 8" SANITARY SEWER PROFILE 685 685 T} W T M 11 •D t0. Ov M 1 m 680 .W 1 `J! 100 ti00 t0 L 680 1 EXIST. GROUND ol^ 675 _ _ 675 FIN. GRADE - ' I' - t 670 670 T _ _8' SAN 0 1.04% 665 g \- I E 668.60 y 665 o 0 [E 666.91 1 6' IE 667.03 660 660 z 655 w Ob- t0 c0 10. 0450 655 ¢ SAN SEWER STATIONING 8" SANITARY SEWER PROFILE 685 8 685 680 680 1 675 FIN. GRADE g �` - 675 i EXIST. i t 670 - - _ _..• _ GROUND -, 670 NO 4--- --- - --�___ - t '-IE 668 50 _- - 665 1 �I � \-IE 668.00 4. 665 o IE 668.00 IE 666.71 ' } 660 1 ? 660 m o 19 m' ^i 655 w O O o 655 SAN SEWER STATIONING 1 1 �10' 6" SANITARY SEWER PROFILE IE 658.33 HERSHEY PASTA GROUP -w 100 Di 1. l -E, WN . •E1415v1v.X I. DOSS-0110 X HWS'wl F - Co'po.auon ---------�- M.B. AI•.PM•r L Sm, Inc. 315 vo..gl.. Scrwc AL.w1 P.O. Bo. 1525 EXANDER rt�r?,,P1. 17105-1525 CotrocemaiCmacruct lan uwa0ra 7011 FAx, 712 -9000 2 645 050 ¢ SAN. SEWER STATIONING 1 21" SANITARY SEWER PROFILE SCALE; HOW, 1'=30' VER. 1'=5' PROJECT HARVEST 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK WINCHESTER, VIRGINIA ATE STARTED ATE COMPLETED 5 04-15-92 FCSA REVIEW 15th1 4 03-27-92 FLOW METER REVISIONS 3 02-14-92 CASING PIPE DELETED 2 01-17-92 FCSA REVIEW COMMENTS 1 01-08-92 REVISED FOR PERMIT 0 I1-21-91 1CONSTRUCTION NO. GATE SUBJECT REVISION OR ISSUE ORAWN RWH CHECKED ERM DESIGNED DAL DEPT. -GR. L. GRANT PROJ-NGR. J.LINGNELL u MWS R. SAME i No.008079 SSOE. INC. ENGINEERS ARCHITECTS PLANNERS LAND SURVEIORS 100. NAD ISON AVENUE TOLEDO. OHIO 43524 FAX 419-255-6101 TEL. 419-257-36 O DRAWING TITLE SCALE: 1'-0 SANITARY SEWER PROFILE PROJECT NUMBER 91 1 17 3 ORA.I.G' C' -- 4 R 0j 4 8 12 16 32 48 0 2 4 6 8 16 24 0 l 2 4 6 8 10 12 0j 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 V6.=I'-0 =1'-0 v4'=1'-0 %,=I' 0 Y=1'-0 �O NORTH GRID PLANT 0' 50' 100' 15W 200' 250' GRAPHIC SCALE 1'= 100' yi3 h°..%'.4, �, •,. ., � �\• DSO ��°1 �� 'NOTE 1) AN OPTION[ --FOR THE USE OF ELECTRICALLY OPERATE"D'x DERAIL$ AT'EACH SIDE OF THE RAIL SHED IS UNDER' CONSIDERATION. THE CONTRACTOR SHALL INCLUDE \ �•"• A PRICE FOR BOTH.MANIAL DERAILS AND ELECTRICALLY OPERATED DERAILS WITH ALL APPURTENANCESAN THE + \•� r BID AS A UNIT PRICE:. �% 2) THE CONTRACTOR SHALL SUBMIT A 8I0:TO PROVIDE �. ALL THE MATERIAL AND COMPLETE ALL THE LABOR AS r •+ ?' REQUIRED TO CONSTRUCT THE RA{I'SIDING AS INDICATED ON THIS PLAN, THIS SHALL INCLUDE ALL LABOR AND l MATERIAL NOT SHOWN ON THIS PLAN BUT REQUIRED +�+ UNDER PROVISIONS OF THE CSX TRANSPORTATION -GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF `INDUSTRIAL SIDETRACKS' DATED JUNE 14,' 1988 AND ALL +. OTHER STANDARD REQUIREMENTS OF CSX TRANSPORTATION. 3) RAIL SHALL BE 115#/YD. (115 RE) MIN., JOINTED RAIL, CONFORMINGTOTHE STANDARDS OF A.R.E.A. 4) FOR INFORMATION REGARDING THE UNLOAD PIT OR CONVEYOR TUNNEL REFER TO DWG. F-10. I I I I I I I I I I I I I .1 I I I I I I ! 1 PROPOSED WAREHOUSE i I I I I I I i I I 1 I I I •I I VANUFACTURI I I I I 1 I L------- -- ------ I I _ I PARKING 12+74 TRACK s3 O yr�> P* WESTERN-CULLEN-HAYES AWESETERENULLEN-HAYES BUMPINGPOST TYPE WD PS tM00El NY)W}TH W-C SHOCK -FREE HEAD.39 93 END OF TRACK#I FUTURE TRACK TRACK �3 \ti' + - - - - - ASPHALT PAVEMENT - - - - - -- - - - - - - - . - -----t�------------------------------- - TRACK It'.. + 00 A K s l0* TRACK 414 FUTU 0 1 2 3 4 0 �i I 1--- 111-1'-0 1'=1'-0 1 2 3 0 l4�•=1'-0 41 1 2 0 5 10 1520 40 60 0 10 20 30 60 90 0 10 20 30 40 80 120 l I I I 7 1'=20' 1'=30' 1'=40' ,\ I 4, ♦,1�:'Y'':ls>S 010 T.O. .y t WESTERN-CULLEN-HAVES I DERAIL MODEL HBP W1T14 WHEEL CROWOER _ - i AND/' k j Curve Drve ata OPERATING STAND.," �/ AT STA. 2+00 •. ` -.-.- .._ +I / Trade sl t \ ' j �. PI CC \ Station: 1+05.09 \9y Northing: 15882.89 15458.85 \ o: Easting: 12935.25 12477.34{ham PC PT yi - - - - - - -'- / Station: 3+04.23 9-70.30 !A \ 6, >PI . 0 t ,%florthing: 15933.38 15482.52 I� \ Eosting: 12537.58 12955.10 \ x Radius: 478.34 Long Chord: 614.48 \ ''•I E Deflection: 79°55'41' R External Dis: 145.76 j Length: %6.07 Middle Ord: 111.72 Taa��eeEn t: 400.86 Superelevation: ' Deg of Curve: 12°00' / ,1't 0.00 Z, (Chord Definition)El •,` \ /•• RE CONC..PVM'T. / FUTUR P.S. $8 T.O. �1 STA. 10+21.25 TRACKPi IN I PT' 1 +5 TRACK ` 0+ K a i\ Curve Data P:S. 08"T.O. Curve *2 GRASS; �` ---------- NG FACILITY WESTERN-CULLEN-FiAYES DERAIL MODEL HBP WITH t t ,. �iY Track 01 PI CC WHEEL CROWDER AND OPERATING STAND AT J+ J� ' / URVE r L FUTURE TRACK } Station: 12+95.29 TRACK r3, STA. 2+75 STA. 7+30 TUNNEL 'A 'Easting: ort"rg• 15157.94 15241.07 AND / Nye / '/ T PI FOR INFORMATION REGARDING UNL,OAfl PIT THE BRIDGE OVER .'RED BUD RUN' REFER TO DRAWINGS C-58 a C59. PC, -- PT -- PARKING - %01 Station: 11+8&.35 13+98.38 214% TRACK Northing: 15264.74 15059.05 + A K 0 Easting: 12965.89 12930.49 -' P.% 08 T.O. r3 , CURVE +6 - 18►CR WESTERN-CULLEN-HAYES Radus478.3 Chord: 2 WHEEL STOPS (YODEL NY) Deflection: 12' R ELong Cl 1.7 - = 13 Tr­RNE f4 EXTEND TRACK 50' BEYOND ENO'OF TURNOUT ! the 21012' Length: 210.03 Tangent:Deg -tern Ord: 111.8 ddle Curve: l2°00' Curve:12Definition) K Superelevotion: 0.00 x of (Chord 0 1+80.47 TRACK #2 PI CURVE 05 M. e8 T.O. j - 41 CROSSOVER O j WESTERN-ClA LEN-HAYES 33+15.70 TRACK NI t P.S. �8 T.O. OWING POST TYPE 40 WITH W-C SHOCK -FREE HEAD 18+44 END OF.TRACK02 yr� c� 2�r ho yi o y y y ho i y yr t \ SO Curve Data Curve 06 Track -3 PI CC Station: 8+40.92 Northing: 13868.98 14134.61 Easting: 12413.77 12005.82 PC PT Station: 7+50.51 9+28.90 Northing: 15952.60 13803.69 Easting: 12448.18 12351.22 Radius: 478.34 Long Chord: 177.68 Deflection: 21024'25' R External Dis: 8.47 Length: 178.39 Middle Ord: 8.32 Tangent: 90.41 Deg of Curve: 12000' Superelevation: 0.00 x IChard Definition) Curve Data Curve Data Curve 25 Curve /4 Curve Data ------- - ----- --- Curve •3 Track 2 ¢Track �1 Track -3 PI CC PI CC PI CC Station: 5+20.64 Station: 26+72.86 - C C C c• r Northing: 13872 11 14146 07 Month 13880 44 I I tation. 2+30.78 r� Easting: 12458.31 12037.57 East Ing: 12445.52 12037.57 NEasting: 12646.01 13076.99 PC PT PC PT PC PT Station: 4+27.39 North! • 13958 34 6+11.40 13804 77 Station: 25+82.45 h 27+60.84 Station: 2+00.88 2+60.49 Easting: 12493.79 12393.80 Radius: 493.34 Long Chord: 183.25 Deflection: 21024'25' R External Dis: 8.74 Length: 184.01 Middle Ord: 8.58 Taa++ggeennt: 93.25 Deg. of Curve: 11°38'02 SLperelevotion: 0.00 x (Chord Definition) 1 05-OG-92 CSXT REVIEW 7 APPROVAL 0 02-14-92 RAILROAD BIDS ONLY NO. DATE SUBJECT REVISION OR ISSUE DRAWN R. SCOTT CHECKED : Q y/J DESIGNED R. SCOT DEPT.UGR. L. GRANT PRoJ.uGR.J. LINGNE11 1 SH 11AN u3 �H15 0 Mort Ing, 13964.05 13815.IS North! % 14459.41 14405.74 •y� - Easting: 12479.92 12582.97 Easting: 12660.74 12634.63 0 ,IGf'192.,ti:� L Radius: 478.34 L Chord: 177.68 SEAL °n9 Radius: 478.34 Long Chord: 59.68 Deflection: 21 24'25' R External Dis: 8.47 Deflection: 7°09'10 ' L External Dis: 0.93 - Length: 178.39 Middle Ord: 8.32 ssDE. INC. c'�Tangent: 90.41 • Deg, of Curve: 12°00' Tangent: 29.90 9./9/�0/� Middle Ord: 0.93M Superelevation: 0.00 % (Chard Definition) �t' 29• N DeI of Curve: ion) ENGINEERS ARCHITECTS PLANNERS OO. SURVEYORS Superelevation: 0.00 t (Chord Definition) 1001 uwOl$ON AVENUE TOLE00. OHfO •362a _ FA., -19-253-5101 TEL. a19-235-3830 JOB TITLE DRAWING TITLE SCALE: HERSHEY PASTA GROUP PROJECT HARVEST RAILROAD SITE d I. T..t . WEIE. M 1. R.]IISrLVY 1/03J 10 WkwsloVF„a.Cc•oo,•,von 540 PARK CENTER DRIVE PLAN , - -----------__- _-_ FT. COLLIER INDUSTRIAL PARK g 1 1 173 I0 R.B..,..R a.r49o-. `,`. WINCHESTER, VIRGINIA RR JERT 315 v gM Strwt CGIMP D.O. 9°. 1523 ALEXANDER 1yy P•• 11105-1525 rEL. IV-2t+-]o+L DRTE $TRRTED 1 `t COnvOct>a�Cmaer.... Fu, 117-231 -90M DATE 5TA"IETFA NUNBERG 0 4 8 12 16 32 48 0 2 4 6 8 16 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 2 0 5 10 1520 40 60 0 10 20 30 60 90 0 1020 3040 80 120 �uunninl 1__� Sa•=1•-0 '�•=1'-0 Y =1'-0 V =1•-0 Y=1'-0 N•=1-0 1•=1'-o t 1' 0 fIUIWIW RAIL d BALLAST BY OTHIERS ¢ _4 SppO o cc mro.dz_MATCH EXIST, SUBBALLAST '6i,;, „ry_•,—...-..._- �, ELEVATION (TYP.) _ < -- _i. \\ a .- N IN Zr 677.50 � c DITCH 0 0 Ol Curve Data 2 Trock m- - — t Station: 7+05.09 �" Northing: 15882.89 15458.85 t Eosting: 12935.25 12477.54 PC PT f 15482 52 TOP/BANG Northlon 15933238 ITYP.) Eostirg: 12537.58 \ 12955.10 Radius: 478.34 Long ChoJ :,6I"i.48 DITCH — 0 0.631 Deflection: 79°55'4 L R External 013i 14 Length: 666.07 Yiddle�(Ifd: Ill 72 Ta-,gent: 400.86Curve: 2000' �..-. ._.- N 15750 -------- ---- --_. -----... - Suverelevotion: 0.00 Z -..--------- -- ( d"Defl ltlon) - - - I W: 700 co pp. < pp. tp p • , 695 •- J ' M RAIL 5 BALLAST BY OTHERS z 690 �5 In O z S O 685m��v...N$- 680 675 670 665 660 655 650 545 ¢ TRACK x 1 STATIONING • � 1 1 1 � I I 1 1 I t : 1 ------------- ----------- --------------------------------------- -- -- - -------------------------------------- - - ----- - ---- III --------- _,.._...... J..t. i III --- ' 1 , \\` S, \-- - ; �. DITCH \ �' \ --- _ 0 0.582 i 100! BIJFFER'.STRIP \� \ ; ybzr TOP/BANG ' \ (TYP.) 1 ' 1 ; •1 � li 1 700 m WW' � - O n bz - ---- ---- 695 ---- 690 685 NO --..... - ------------------ ----- -_---- ----------------_-'.._..._........._....---- GRIR PLANT 0 10 20 30 60 90 675 i+ - - .......__.... - .... - - - I'=30, GRAPHIC SCALE 1 U 670 O W i LI7 665 -.__..._.......--- ..._............... ..__.-_-_._____-._._._....____..___....... ..._...-- W o f� 2 05-06-92 CSXT REVIEW / APPROVAL • 660 1 I1-01-91 JADDENDUM No. I 0 10-24-91 IROUGH GRADING BID N NO. DATE SUBJECT LU LU 655 REVISION OR ISSUE ..................._------- _ J DRAWN GTM CHECKED E �� U f � DESIGNED DALlRWH (� • DAVID -cc650 DEPr,NOR, L.GRANT }} r.EF:AAN 545 I 0 4 8 1216 32 48 Ht�frrTi��+-� 'hs'=I,-0 0 2 4 6 8 16 24 0 1 2 4 6 8 10 12 0 I 2 3 4 5 6 7 8 ''•=1'-0 44'=1'-0 %-r-0 0 1 2 3 4 5 6 0 t 2 3 4 I 0LL 1L 223 01 2 05� 5 10 15 20 4w L0 60 0 10 20 30 60 9V o tV IV 9u OV ILt, iT.f H i 1 ''+' T� HiHHHHH 1{ i i ' i i i -1 i i i 1 1 1 1 III- i 1 1 '=1,-0 k-1'-0 I'=1'-0 Ilg•=1'-0 1'=20' 1'=30' I•=40' ------------------------------- - -----------------' - • ----------- - ----- --- ---- - -- -- -- -- ------ ----- --------- lo' s -� ------ - �----�N BAN- i ^ J'I y - - - - Track 1 � Q� Curve Data J PI UU 11 �7 station: 7+05- a a `" ¢ °� s TOP/BANK S Northing:15882.89 a m m W 6�0 S62 4TYP.) Easting: 12935.25 O 0. FAQ z • D [TCH •4N 4 _ �1t D - _ ------------y - -- ; - � o z ITCH _ � : Ig••�•}``�� t^ TESL MATCH EXISTING EL. Loa 0.60Z - 67 .26 _- _-- ---- -- 0 0 0 / OPE ' � _ $ C EXISTING EL ` (TYP.) 673.6: i� -' -- - ----- -- --- &: i 8 -- MATCH X 72.00' - -- E 13000 674.73 674.4t -- - -- - ♦ �a �� Station: 15933.38 ---- --- _- - Northing 15933.38 _.. - ... ... _ . _ _ - - ---- ._-- --- - - -: - - - �' Easting* 12537.58 ---------------- -':-- ^ t V --------- ------ €DITCH - _ > W W ____ AR 4 0.57Z - - - - - �r s _11 IE h V W W _.. ••`_ --_ -..-._ .-.._.-_���,_�• �yyt �� �1 (MAX.) Radius-. 478.31 TOP/BANG -1''�. �, _ - -..-• 1DO0 _g,Op T - \ Deflection: 79055'41' ITYPJ , -VARIES ' V4T(y Stiperan9eneva 400 8� tYAX. O o t 00 Z ` ` /Sr7AV OO lr - et - - 1 . •'+'"`•,, 672.24 ' ----- ,\Q O � ♦E Curve Data ---------- ' DITCH 670:93 W ! TOPPB)KK- DITCH: �� �" Track /i ..8" �... 1Q �' �• m r R y 4 aYb a' PI co 669.69 � �\ Station: 12+95.29 c� tiR { lRyC \�:, Northing: 15157.94 � ''•- TOP/BANK ,\ < ,�., ,< <'� '� (TYP.) \ �� N:;. \. `� ' Easting: 12971.18 r` DITCH _ �i4 _ �` _ - v1 Mf Station: 11+88.35 �• ,`. - --- .-a ''+' _ �/ L• \'•\ :: �\` Northing: 15264.74 a. '; 4jCy Easting: 12965.89 / / y `' �� Egg• *Ex7Sl/,�F( •.` �• `` `•��\ Radius: 478.34 4 S \ Deflection: 25012'iZ R Length: 210.03 Tangent: 106.94 SuPerelevation: 0.00 Z E 12750 _ .. - _.-... -... ----- .. ._...... _....... _ ...... _. __._._. .......... - - - - - -' - - ~• r =-------- �� UN UN VNUN z z z z 700 --. -- _. - --.__-_-.- --- ._ ---. -- ....ol 700 m J DI; .-n Cn.-- on on' 00: �; M : 03 fJ3, .D C0 ao QI: m�------------------------ m, M . O : Z�...- ^_... O G.. (x: O CO t0, fT tD T Ot : to : lD tD : to. w : 10 : w : m : n n n l0 - tD tD tD tD : 1D : tD : tD t0 tD lD t0 u] .D t0 695 ----- ----- -- --- --------- - _ r l v ! 695 C� 690 - _....- ---- -- - - - - - -- - - - 690 ;cl- O! __.._... - _ - .. - WLAJ 685 to -- -- _..__-- - v 685 t� pt \__-� ' - 100' V.C. , O 680 ---------- -�-----------_. Sao r - - - �. -� --------.___ �' _.- "'Halo~" -----...-... fi -----_ _... ....._ --cvl o. ------ ------------.._ N 680 �- � \\\\\ � TOP/RAILINSUBGRAOE tD. $ T ¢ SUBGRAOE I g 675 LU _' _ --------� - ------- -._- ------"" .--- _ ._ _ _ \ _.. ._.._..- 000x - +U0675 fiSUBGRAOE ROUGH GRADING 670 - - ` \ \ \ 70 -- EXIST. GROUND--' - -__ N \\ - - - - -� 665 --------- - .- -- - -- - - -- ---.... _ - _..- _... - - .... _ fV \ v 665 \ O 660 ------ -- - - _ _... _.. - - ...... tnl� W 660 655 a 655 650 - _ _ _ _ _. - _ _ - 650 1�0'. ,l : O� N. O: r�W10 645 00 0 -�3&00 1&50 o: D o D D IMO11 12450 D D �- -- �' .•.L cl 545 1 t 14 14� t 0 1�6-00 ¢ TRACK r 1 STATIONING HERSHEY PASTA GROUP 100 -Tv X DR(VE. W( y, OCNYSvtv.w 1. i7033-0E10 x Nerytey FOpQ/ CvPa•euon '' _-- -_--. M.B. AI anWr»t5on, Irc. 315 _*- sC P.O. B0. 1525 ALEXANDER RTELrasb 717-97PA4-70. 41 17105-1525 COntr:t_'C_t_t'_ 1b. . FAX-. 717-231-90M JOB TITLE PROJECT HARVEST 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK WINCHESTER, VIRGINIA ATE STARTED cc 15458.85 12477.54 PT 9+70.30 15482.52 12955.10 Long Chord: 614.48 External Dis: 145.76 Middle Ord: 111.72 Deg. of Curve: 12000' (Chord Definition) a 15241.07 12488.14 PT 13+98.38 15059.05 12930.49 Lang Chord: 208.72 External Dis: 11.81 Middle Ord: 11.52 D. of Curve: 12000' ( hard Definition) NORTH yO�ry GRID PLANT 0 10 20 30 60 90 1'=30' GRAPHIC SCALE EW / No. I 0 1 10-24-91 IROUGH GRADING BIOS NO. I DATE I SUBJECT REVISION OR ISSUE DRAWN GTM CHECKED DESIGNED RWH,OAL DEPT.-GR. L.GRANT PROJ.MGR. J.LINGNELL DAV I D 2 . SE4L I= SSOE. INC. ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS 1 1001 uADISON AVENUE .TOLEDO. OHIO 43624 FAX_ 419-255-5101 TEL. 419-255-3e30 DRAWING TITLE SCALE: 1'-0 PARTIAL RAILROAD PLAN AND PROFILE STA. 7+00 to 16+00 NUMBENBERR 91 1 17 3 UM C51 ATE COMPLETED DRAWINGNUMBER PLOT 04-MAY-1992 /usr/dgn/117361.3d `C C V 0 4 8 12 16 !HHHHHHH! 32 43 0 2 4 6 8 16 i i i i i i i i i i i i 24 0 1 2 4 5 8 10 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 2 0 5 10 15 20 40 60 0 10 20 30 Yz -1 , -0 V.-I - -0 HHHHHH 3L.-I --A i i HHHHHH! 1-11-A i i i i i i i i i i i i L- - 60 90 0 10 20 30 40 so 120 i i i i -ice 1 "=40 TE PPI 655.88 8 DETENTION BASIN DE--------------- (1) i Curve Data �-) :: C .. . ....... V CD C-3 Track 03 C:> C-3.. 4, t , I . - ; TOE/SLOPE IT Yp. C> P I cc -4- cn 30a- a % Cn I. w . 4W ----------------- •..... JC, C14 im ... Cp Station: 2+30.78 Northing: 14433.39 14223.72 3 ----- Easting: 12646.01 13076.99 LLJ LLJ En T6 TEMPORARY py P E I*A E �RT I �Q F 75.00- :T N!AtON cr 'n (n J C> I 'NI- T .......... OL TOP/MRA E 673.00 (TYP.) PC PT 7: D� a: / .. 2+ Station: 00.88 2+60.49 % CAT BASIN I TOP/SUBGR4M :'ASPHALT CATCHeASI4-.(CB#4g) Northing: 14459.41 14405.74 [bL,,TRIIN SHED" LLAST 'WBA SCREE -F- 7; -EL, (TYP PAVEMENT w/BALLA5T SC EEN STA. 25+100 00 '02 Easting: 12660. 74 12634.63 FUTURE RE TRACK- - - - - Ott - - - - - - 'S '0 PIT STA,-, 21+96. 00 ----- ---- 3.00 4-00 j RACK Radius: 478.34 Long Chord: 59.68 lei 7z 1 0.)o - - - P. ON DRAIN TRACK 25 SWALE 4- - - -- - -- - -- Deflection: ' 7009'10.00' L E-ternal Dis: 0.93 PVSUBGRADE To EL.5-73.4-fl( TYP. T-:� SOLE 2* ST. 4L IT W 11 S -7 Length: 59.61 en '5NALE Supe ZINe 0.00 X Middle Ord: 0.93 0 Curve: hard Definition) . . .. . .. . .. . .. . t• 12 ST TRACK vation: LAST 0:29% TYP. PROPOSED RAILROAD SHALL BE El-.� (TYP.) 1 9 REPLACED WITH 24' CLASS V RCP, - - - - - - - - - - - - - - - - - - - - - - - r, BEGI (T STA. 20+59,00 CONNECT 6 ASPA, ROib- INSTALLED PER A.R.E.A. RECOMMENDATIONS. CT TOP/BALLAST TOP 1.), 0. TZ & FIN. PAVEMENT NH-100 TE1673.88 EL'� .-P.) 0.28% (TY EL. �-fTYP !CB -33 =E 10- SAN. 0.,0. to- SAk" 7 ---------- -------------- - - - - - - - - I t - - - - 27' ST.- - - - '- 104 I MH 0 12� 7. V1 --FH MH i -to TE CB-34- TE��. 24* SAN 0 ------- It FH SEE NOTE I Y LLI L 11H 103ti/ 0 1.047 I TE �6 �401 Y AI5PHALT % PAVEMENT -7 -T-90. SAN. )RAI i o I \t �` ,'II II z,i-. J ;j1C Y \ / ; 7, I EASE 11 it PRODUCTI ON FACILITY N FIFE 77.25 700 - -------------------------------- ................ ............................................................... -------------------- ------------------------ -------------------------------------------- ---------- --------------------- 700 -*". -j i ------------------------------------ T UI 695 - ---------------- --------------- ................... ............ -------------------------------- I ------------- ------------------ --------------------- --------- - ---- ------- ---- ---------- ----- - ------------ ------------------------ ----- ----- ---- ---- -- - ---------- ----- ---- -------------- - - ----- -------------------- ------------ LLJ SHED BY OTHERS Lo 590 c:> ---------- ..... . ------ ---- --------------------- .... ... ---------------- ---- ---------- -2 ---------- -- - ----- -- - --- - -- ----- - ...... ------------------------- ;-_ ---- MILCTRAIN SHED AND RECEIVING C:> + PIT LOCATED ON TRACK Nb I :t + C, 685 CATCH BASIN WITH BALLAST SCREEN LU SEE DETAIL 680 DWG. C-64 --------------- ........... .......... -- -------------- ---- -- --- -- - ---------------- ........ ------- ---- ---- ----- -- -- ---- ---- - - ---- --- ........ .................... ---------- SUBGRADE TOI `C 675 - ------------- ur\ ,6: 1 - ; Lj 695 ---------------- ----------------- - 1 LU C) 690 -vi ----------- --------------- C14 -- - CD Lr\ 685 H U.1 m 680 ---------------- - 675 --------------- - --------- ............... . -- -------------------------- ------------------- ------ ------- .... ................ ..... .. --- --- ----- -- t j-FtN. SUBGRADE -- ----- - ------ - ------------------- 6'� IL 673. STA: 18+06, SEE ORG. C-58. 2' SLOT DRAIN : iOO YEAR HIGH WATER ELEY. .6 F- 573.85 673.33 ./6' RISER - ----------------- -- ---- --- ---------- 670 10 YEAR HIGH WATER ELEV. -- 661 8 BOX CULVERT DRAINAGE STRUCTURE 673 60 670 - ----------------------- - --- -- ----- ---- --- =665 -- -- - ---- z ---- ----- -------------------------- ----------------------- - ---------- ----------- = - ---------------------- ........ . .. E SWALt - - ------ -- -- ------ ... ........... ---671.3�_ --- RECEIVING PIT 138' AND TUNNEL EXIST. GROUND - - 1 0.36% \66'?o SEE OWG. F-10 665 -------- - ---------------- ---- - ---------- 665 -------------- - - --------------- - ........ --- -------- --- ----- ... ...... ------ ------------------- .............. ------- ------ .. ............ ------------- ............ . - - -- --------- --------- ......... -- ---- ............ .. GH GRADING :SLOT DRAIN 0 0.20t If RO 25--12-STj 127-12- SLOT DRAIN 0 0.201 127*-12 -12'ST, 25' SUBGRADE -Fa lox -1 'F0 lox ...... ----- --- - ----- ------ ----- ----- --- - ----- ----- ------ ------- - ----- - - - ----- ----- --- - ----- - ... ... - ----- --- -- ------------- ---- ----- --- - ----- ----- ----- ----- -- - ----- ..... 14ERSHEY ...... - TRAIN ------ t t i UNLOAD SHED - ----- ------ LOCATED 04 TRACK No 3 SEE DWG. ti-7 ------- ------ - ----- ----- ----- ---- ----- .. ..... --- - ------ --- - --- -- ------ ------ - - ----- --- ---- ---- - ------ --- CATCH BASIN WIT 1XI-11T. 3R BALLAST SCREEN SEE DETAIL H.P. 675.35 DWG. C-64 ------ --- - NOTE: SEE DWGS. RR -I, C-37, C-38, C-42 & C-43 FOR SITE PLANS. O O GRID PLANT 0 10 20 30 i i i i 60 90 i --i 1"=30' GRAPHIC SCALE 660 . .......................... ------ .... ............. ....... ... ...... ..... - - ---------- -- -------- -- -------------- ---------------- - -- --------- 660 ------------------ ------ ------- ---- --- --- - --- --- - ----- -- - ------- ----------- ---- ----------------- --- I -------------- ------------- ................... -- ..... . .. - ---- ... C .................. --------------- ------------- ... . ....... .... ----------------- ---------------- - 1 05-01 OVAL 304'-12' ST. 0 0.43% ESXT REVIEW APPR 0 10-24-91 IROUGH GRADING BIDS 655 - No. DATE SUBJECT - - ------- ---- - - ------------ -- ----- ----------- ..... .....655 REVISION DR ISSUE -------- -- - -- - - -------- --- --- 36- CMP TEMPORARY CULVERT-J DRAWN GTM 650 CHI IV-91 . .. ..... .. ......... ...... ........ ...... ------ - - - ._.-- 650 DESIGNED RWH DAL DEPT.MGR- L. ,RANT 0]: N: ^ OD PROJ..GR. J. LINGNELL 645 645 17+001 17�50 l&00 1&-50 lt+oo 19�50 2d 2&+50 2 1'� -00 -00 21�+50 -- 22�00 22-50 23�+00 23�+50 2400 24+50--��00 Z51+55 TRACK #1 STATIONING SSOE, INC.Y. ENGINEERS ARCHITECTS ill..N&O -41 VY EORS Q 1001 NADI SON AVENUE cH 16A362A O. FAX. 419-255-5101 TEL. 419-255-3830 --.!NG TITLE SCALE: -0 HERSHEY PASTA GROUP IN C.151. A .1,(. --1, PROJECT HARVEST PARTIAL RAILROAD PLAN AND PROFILE XH*rshav Foods C*rporeuan 540 PARK CENTER DRIVE STA. 16+00 to 25+00 FT, COLLIER INDUSTRIAL PARK ilk " ill- :-,. - WINCHESTER, VIRGINIA Aw:NG C-5 2 ALEXANMR 1525 LTE ST�RTEO rDR LATE LOWLELO Q•. 0 4 6 12 t6 32 48 0 2 4 6 8 16 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 6 0 1 2 3 4 0 1 2 5 U I "HH H1_I_Lu I I! I I i i i i I i i i I I I � � I I I I I i I I I I I i i l I i I i I 1 I t � i 1 I i I I H i i i i i i � � � i i t I I i 1 -i -T i i I-i ' TT-T- i i i i i i i I I I �� m m, -, rr i!+! !ir' .!:, H !+r' ;;+� : I � � � � � t_ � I I I Yn'=I'-0 Yq"=1'-0 /4'=1'-0 =1'-0 "-1' 0 V=1'-0 1'=1'-0 1iy =1'-0 1'=20' 1'=30' 1'=40' -------------- s ,�yo •- `. L J� oho; o 6> �io • TOP/D KF EG..667,00 ~ _Curve --- O R -C a °_° Ym YM Fi Track 01 ------ V TOP /DIKE EL. 667.00 i - PI CC µ m -- --- �N-------- - ---- Station: 26+72.86Northi-- !' .07 - - - - - - - ' - - - °- -r n DITCH o 0.64x - - - - ='- - - - - DITCH 0 0 64E Eostlrg: 12 45.52 12030.44 7.57 .-------- -- -------- -- -- - N --- o ------ ----V --- --- - 10 659.89 ITD. Q�m oo w< _..- E 664.21EWO2 STOE(SLOPE TYP. r9VOOT STD. U 3 HEADWALL PC PT HEADWALL o > •• I P R �� Station: 25+82.45 27+60.84 .� s IE 665.72 ��� P/SU® TYP. ` �: - �� y M ` M EL./SUBGOADEYP. ; a o m a Q I Northing: 13964.05 13815.15 DETENStQN BiIS[N i " �" "'.)CATCH BASIN N CATCH BASIN ( K 4) Fasting: 12479.92 12382.97 C T H BASIN CATCH BASIN (C9151) FUTURE CROSSOVER, tz d. / I ■/BALLAST SCREEN - - SCREEN r/BALLAST SCREEN = ^ a �, o STA. STA. 33+14 4 ICB#531 u ;N I > Radius 478.34 long Chord: 177.68 o 9 J STA. 26+99 STA. 26+95 7�0 8{J0 � 9iJ0 T K ptb �, 6l17-.- I f200 13U0 Deflection: 21024'25" R External Dls: 8.47 o �� J3AC 2 1 Length: 178.39 Piddle Ord: 8.32 - - - - - -.. - - - - - - - - - - - - - - - - e evotion 000E (Chord Definition) - - ��I ¢ TRACKAij•.. ; - 15.00' + J -►.�i Tangent: 90 4 Deg. of Curve: 12°00' h- SWALE 1 C _ SwaLE ,� <-- - SWALE - - _ _ •--------._.._�-..- tp6� - - = _.. SwALEi -' 00' 6' ST. 6' ST.. SwaLE 9�D i 4 �- - - iP d0 . - - - - - - - 066 __.Apt - - - - rre9r -�--� - • f - • • - - - - - _ - - - 5 Curve Data y 4 _ TRACK s3 fi70. t Swa - - -� - - - - - -------------- Track $i' > - ------ ------ �� 4� s Swk�E ��-' \ IE 671.71 15.0� TRACK r4 CONNECT 6' UD..;TO 48' ST. e2 ------ ---- ------ ---- -- - L - I 674.94 TYP. 1 48- ST. P.L. - - - - -- -- N Y n 48' ST, P.I.- - - - - '- - ' - - - - - gH-106 --- - -- -- - � = - - - - - $ � - - - - - .'y l �._ .6' UO 0 Station: PI cc CC �► - - x1aCHc +H - - - - - - - - A % i' IRA£1C rT - TE 673.22 - TokALLAST A FIN. p_.- -__ 0.28X TYP. Northing- 13872.11 1A146.07 FH ,N 674.57 TYP. STA. 33+20 ng- '�. STA. 27+02 a'. Q ;PAVEMENT EL. (TYP.) �-' T� V ® /�'� L -/ ___ a--- ----- ----- ---- - -T---------- --- - ----- - �- --- - --- -- ------ --- - - - - - - - - - - - - --------------_- Eosting: 12458.31 12037.57 6' - I I- a +---- T----- �' 09.00' - - --- I Pl............- �� ♦a9 F /rr rMFH - ----------------- ------ -- ------I---- --`----- --- ,- -----------------8 SAN - 0-- - -l1 - L�-- PC PT 10" Fw .�I 52z>ONNECT 6' UD. TO 48" ST. IP V-s PIV l0 FW '� C0 o;.y Ta9a�1 � TE 613.06 ` 1 - t. l0' Fw 0 6> ►�; .�--------.------' 4 -4- PIV CONNECT 6' UO TO 48' ST. CB 41A 1 I F `4 PIV -i" I I I I Station +27.39 6+11.40 - \ -'148 Si. 0 137un Northing: lr : 12�93.79 12393.80 MH � I 4 >� �, TE 674. 8 c� ,. T o t67 I o � a Ir _-I� 48• Sr. ®o.z4% _ - I I CONC. PV R Y 10 s M N o I I I Radius: 493.34 Long Chord: 183.25 I I IDeflection: °2 External Dls: 8.74 J I I I Lngth: 184.0125• Middle Ord 8.58 LU Tangent: 93.25 of Curve: 11° 000rrrrrnYVYYY11��� I � ,n Lai 1 Superelevatlon: 0.00 E (Chord Definiti p5e t 1 4o t t fJ B- '. I`' 1 I t CB- 1CB-41 CB-40 CB-39 ;CB-371 C 16 cn CB-14 -� - - - ---------�tl-------- -- --- --I--- ------- ------------------ i I FN. CB 35 i L I ,J-r--I-f o 1 .. _ _� 6 Curve Doto y- y 6l _ I - l Q ¢------------ �E Track e3 TZP/BALLAST I I I I I I . Q I I j t 1' I M �� t .... 8 FIN:-)?AVE)IENT I 670....... I� I I _. I " I I I /,i I I ASPH..' PVMT. I I ---- ---- I I I I I I Pi CC � � - . 1•l T - --. '••, -o .(+• I -..j m •y, lao ♦ �• I IW .. I �., s I ! I °� j - I �. ' I j -- -- p cn }j 4 Station: 8+40.92 Y a• 'pp 1 1 rn 1 r' } 1 lm 1♦! I ! I Northing: 13868.98 14134.61 c•r,}` I r J, '` "•.,p 1 I I w Easti 12413.77 12005.82 r ♦ I I Ma, PC PT O `ice U Station: 7+50.51 9+28.90 Northing: 13952.60 13803.69 >i pia Easting: 12448.18 12351.22 700 700 M . - - - -M Radius: 478.34 Long Chord: 177.68 M., Deflection: 21 24'25' R External Dls: 8.47 O t O; O: O: O O: O: O O� O� O' O '� O ', O '� O: O' O '. O' O ° 695 ,o m oi..... -- - - o 0 0 0 Length: 178.39 Piddle Ord: 8.32 ,o -- -- m__ _.... m n -^ ^; Tangent: 90.41 of Curve: 12000' _ o. m. 695 elevation. 0.00E (Chord eflnition) m. m. - - Super O C D B90 690 NOTE: SEE DWG. C-37,C-38,C-42,C-43 8 C-49 -- - ...... - . -- - .... __..... ---- - ---- - -_ ----- - - _. - --- _ .... _......_. - - -- _ _.... ............. - - - - _._. FOR SITE PLANS 685 685 _I P NORTH 680 CATCH BASIN tCBr51) C _ 680 _.. CATCH BASIN l B 52) C H •54) - _ ./BACLnST SCREEN _ _ I - SEE DETAIL TOP/RAIL BALLAST SCREEN ■%BALLAST SCREEN' o :SEE DETAILSEE ONG.;C-64 `r DwG.00T64L GRID PLANT j 0,06 2 :DWG. C-64 i UBGRADE 675 Li....". - - . _ _ - - _ O ......__ -- 675 0 10 20 30 60 90 S N---.-__---------.... _......_.. Ln U =',o E = 673.33 J 673,83 E = 673.83E SWALE RT. GRAPHIC SCALE E SWALE LT 8 RT, w'� ` E 673.33 E SWALE LT. 8 RT. o E = L E SWALE fT. E = 673 33 7 670 _ 100, C 0.50E �,� E - 673.83 310' 0 0.16E w : 150' 0 0.33% : T7' 0 0.11. --1 -E SWALE - _ _....._-----.. _-.. o ._- _... .. ------_---.- -_. - ' _ Ii 670 _ - ...... __. �= 672,10 E = 673:33 67 3 t U) - 94' a 0.53E B' ST. - - - ----_ - - - o - - - - - v ---___ - _-------- - - - - - - - --- _ 342 SWA®EOLT.Sz RT. a E W------- t 0_507_-- --- ___ EXIST. GROUND -� --42-- ----- Li.l tai } I I ---------- ^... _ _.. E = 668.80,- 8" ST. can 665 c!i _!. �L = 667.62 ; 1... - 0.502 5 - _ Oi : ...._ --------_ ....... ----- O ........... 194' 12' ST. (7 0.407, rt 48" ST. _..... _.-..... 48 O+ 660 N 1 ! 54 RCP CLASS M 60 1 47 Si 655 LV..... _------......:.... ... ......- - :.__ Q' `^ 'M .o i� .- - ... ..... .... ............................ :............... ...... ...............-...... o_. _ ^ r Iw ........ _. -... - __.-_-.--....---_---... - ..-.....-.........--....-. __`H•--„• * M ,o ..-..... .-...... .......-....... LU Z 655 - . J 1 06 OS-24-91 REVIEW / APPROVAL 0 10-24-91 ROUGH GRADING BIDS ROUG NO. DATE SUBJECT REVISION OR I55'JE ORANN GTM 650 i._... ...... _ _ _..._ i m m __ _ --- v.,.� __ ._... - m --.... _.. ._.. - __........ u a a �.' U Q 6 50 EH � n _ _ .-` - - _ - ..__..... - _ - - - - - ._u _...-- cesloNED AL NC N', rn ,D_ ..�. O�: ^'.. 0.... ��.. rn. C ,t�;. `�'.. tv .O'; �•, DEP •. DGR. '-LG ^,: .', •: J _In PROJ. uGR. JTL 645 2 00 2&00 2-50 2 7�+00 2 + +0 28+50 �29+*00 �` 9 _0 0+00 0+SO__ 0+00 11+ n +no + n +nn + n 645 t TRACK # I STATIONING HERSHEY PASTA GROUP PROJECT HARVEST Krl..sh.y Food. co.,o.ec,o• 540 PARK CENTER DRIVE - - FT. COLLIER INDUSTRIAL PARK i, WI R.... NCHESTER, VIRGINIA ]IS v ALEXANDER R - SEAL -� 5SOE. INC. ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS 1001 DA015ON AVENUE TOLEDO. OHIO 43624 FAX. 419-255-5101 TEL. 419-255-3e3C DR .!'1G _- KALE: - 1-O PARTIAL RAILROAD PLAN AND PROFILE STA. 25+00 to 34+00 911173 NpMe a C - 5 3 i Eb s ssssss1$$sDGIN SPECsassslsss J i Q Q1 0 4 8 12 16 32 "Hiiiiiiif+ii+l-T 48 0 2 4 6 8 16 -i H�+F!i I 24 0 1 2 4 6 8 IO 12 I u� H i i i i p i i i 1 i I 0 l 2 1 4 S b o i 1 '& `-1'-0 "=I,-0 14"=1'-0 i!-i i, riTT�TTT 3k'=1'-0 It S 43146'23' W N- 1'-0 1'=1'-0 1�'=1'-0 --- - - - - ---------------------------------------------------------- m ITYP.) t-- SrtALE' - _ -_------------ ---�L----•--------------'--------- ------------------__.------:r----------- - 6' UO a - IE 671.71 - - _ 0 28x t TYP.) ------ . 0 SrrAl E —� '. --------------- =1-- --- --------------- FUTURE TRACK ` BALLAST AP 6'.UD OUTLET 1 TO OI TCH - -- - ASROAD -=—_-•l---.-------TOP-./..B:A.LL-ASTBFIN_ _674-.94 -TYP,_ o6 .PH. --TY-P -,f, - -- ---- - --� - -- - TOP/BALLAST FIN.PAVEMENTEL_ ---------------- (TYP.)_ •------------r'�& ------- PAVEMENT EL. (TYP.) - - - - - - - - - - - - - - - - - -- _. •� ,000Il. ---`-� t� ^--________== _Z 52------- ----- ------8_SAa----- ----- - - - - - - - - - - - - - - - - - 10W ---.-. ---------------------- - - - - - - - - - - - - - - - - - MH 108 I ,x� �� ! eN• I I I I T.E. 1 I I L I O 18.00' i I o rn ! I I I •I I Ui CB,-14 CB-12 CB-10A -r----L -z - L�-- -----y ---- —ice= 4----}--s-------- _Lfl-IO--�--------s_u\:9 x 1& I 1 I I I ( I 1 I CONE. PAVEMENT...-- I � I I I I 700 n t0 n ' n n •D ', '. ' ', 695 � t0 tD t0 : tp ,O tp : ,p ,p . ,p ,p ,p 690 ---- - - i ----- -- - = ...... ... --- ----- ----- - ---- -------- - --- - - ._ ....... - _ .... - - - . . Y ------ - - - U t Q d� O 685 - ------- - - .......... ....... _....- _... _ _... _ l[ 1 Z 680 ----------- _.. - - -- - ---- .. _ - ...._.. -RAIL RAIL BUMPER TYPICAL CD w 7pP/RAIL - 4 SUgGRAOE BOTH TRACKS 675 OL>D X cwn ! - - ..- -... _... _ - _- _ COITCH 0 O 12' THK. R_IP_RAP o E SCALE LT. 8 RT. 342 0 0.15% 17670 RT 336�AoE0 --_ _ _ - - M E - 673 83 157 ------/ .. _... . - ---- - - - _ -------- ---- - _ �- E"SNACE } - - - - - - - - - - - -t---------+ - — - 673.33 665 w Z...... - - - .._....__ ...... . .......... .........-.._...----_--.. ., -.-- ...........--. W J - - ......... .-.......-------.-- N - u, M.. - - - - - - - - - - - ..... _.-_. .------------ - . ............ _..---.-._-.... ............ .... . ... ....... .......... ..._-_--. ........-._.... .. _...-_. - - --. � 660 S 655 --- ----- _... .... .-- ;_ -.. .- -._--- -------- - _ _....... _.. ..... .. - _.... _ ......:. - _ _......... - _ !_..... _ •. _ ... -- - - - 650 .. ._.... __. ^........ ......... O ........ . ... ........ .. ------ - ...... - - ...... _.. - _ ...... -_...-_.---__... ....... ... ....- D_-- -- ^ �� w n 645 W+00 3 0 4 0 351+-00 - 35I-50 36'-00 -- -- 3&50 + 0 +0 8+ 0 39400 9+ 4 « 0 4&+504 t TRACK #1 STATIONING ti 700 695 1"=20' 0 1"=30' 690 �1 685 NORTH 680 GRID PLANT 675 0 l0 20 30 60 90 1"=30' GRAPHIC SCALE 670 665 660 655 650 645 1 1 05-06-92 CSxT REVIEW / APPROVAL 0 10-24 9i ROUGn a^nADNG B;OS NO. I DATE SUB..ECT REv ISION OR ISSUE DRA.iN GTM CHECKED ,� Q DESIGNED DAL%WH DEPT.MGR. LG PRO_-Mr-R• vTL SSOE. !NC. ENGINEERS ARCISTEC-S PLANNERS NANO SURVE*GRS LOCI MAO:SON AvENIE TCLE.DO. OHIO 43624 VA%- 419-255-51C1 TEL. 419-255-3830 '7_E -.:ACE: _ HERSHEY PASTA GROUP IIII� PARTIAL RAILROAD PROJECT HARVEST PLAN ANDPROFI LE Boa .a. a . -a..e. rtuc.c •..ems•-.,.�.: ._ _. "" 3CH.'*;: y Foods C—p—at„n 540 PARK CENTER DRIVE STA. 34+00 t0 39+93 FT. COLLIER INDUSTRIAL PARK g 1 1 1 7 3 WINCHESTER, VIRGINIA Me =T w.q , -- - PLOT 0 4 8 12 16 32 46 0 2 4 6 E 16 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 b / o v 1 c nrr L I Ir .I I I r r r I r I I r r I I I r r I r Ir I i -0 '=1'-0 4,•=1'-0 �y•=l'-o �.=l'-0 fir,'=t'-0 1'=l'-0 1Vz =1'-0 1•=20' 1'=40' U�� D i a a ¢ N N DITCH N T h t - Y y u u W W W W � EXIST. GROUND `u 1\ _ — 2 Q Q A TOAry r,r.. , I TYP. ) BALLAST 2 2:1(TYP.) f. ' V,'/FT. SUBGRADE PROFILE 3 SINGLE TRACK TYPICAL SECTION SCALE: V4'=1'-0 DITCH VARIES (SEE PLAN) I z� \I � 2 of — — — — — � EXIST. GROUND SUB�ALLAST V4'/FT. DITCH EXIST. GROUND —t DITCH IST. GROUND — HIGHPOTMT IN 4 TRACK NO. 1 SUBGRADE 8 SUBGRADE PROFILE 7'-6 12'-0 4'-3' 6' 1 ( TYP. ) I ryp.) z m, OP/RAIL a, 'ROFILE 2:1 RADE (TYP) L ii / (TYP.) DOUBLE TRACK TYPICAL SECTION SCALE: V4'=1'-0 t DITCH I EXIST. GROUND TRACK No. 2 t SWALE IN A TDAry nr r 4 TRACK No. 3 SUBGRADE PROFILE — NOTE: 1) LOCATION OF SWALE VARIES WITH OFFSET BETWEEN TRACK CENTERLINES, REFER TO PLAN AND PROFILE OWGS. FOR SWALE LOCATIONS. 2) SLOT DRAIN USED IN PLACE OF SWALE FOR DRAINAGE AROUND TRIPLE TRACK TYPICAL SECTION THE HERSHEY TRAIN SHED -FOR FURTHER INFORMATION REFER TO SECTION ON THIS SHEET. SCALE: V4"=1'-0 tLi1iE LEGEND OL SECTION 4001 RAIL (1150 MIN.) O2 SECTION 3001 CROSS TIE O3 SECTION 1001 BALLAST O4 2' CHOKE COURSE (USE SUB -BALLAST MAT'L.) OS 4' SECTION 315 ASPHALT CONCRETE IM-IB A ro•ry — , / 4 5 V4'/FT. 12' CMP SLOT DRAIN ■/6' RISER SUB -BALLAST N ✓— BALLAST TRACK t— BALLAST 1 SUBBALLAST N t0 N SCALE: NO SCALE HERSHEY TRAIN SHED TRACK No. 3 t FOR FURTHER INFORMATION REGARDING TRACK IN CONCRETE REFER TO DWG. F-OE SCALE: V4'=1'-0 PAVEMENT SUBGRADE 25'-0' v r v. 1 05-OC-92 CSXT REVIEW / APPROVAL 0 10-24-91 ROUGH GRADING BIDS ry NO. I DATE I SUBJECT REVISION OR ISSUE DRGMN R. SCOTT CHECKED E' DESIGNED RWH DAL �' 1r D " Cl DEPT.MGR. L. GRANT HF;'".14 ,� PROJ.MGR. J LINGNELL sH �'�}% tr A 1 2 ^J it ° r)c .,JI r r SEAL C SSOE. INC. ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS V. 1001 MADISON AVENUE TOLEDO. OHIO 43624 ^ FAX. 419-253-6101 TEL. 419-255-3630 C ORAFING TITLE SCALE: - 1'-0 CT R NG gn/1173c55.dgn 011 t 44 1 8�t 1j2J,16 32 48 0 2 4 6 8 16 24 0 1 2 4 5 8 10 12 0 I 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 2 0 5 101520 40 60 0 10 20 30 60 90 ""'I' f11iI 11 I I I 1 I 1 I ll l�l I�� I I L, I I 1ii 1 L 1 I_1 1 1 l_ 1 1 1 1I I I T T rTr-T� �_r i i --- ' �-i '=1'-0 !y=t' 0 44'=1 -o %"=I,-0 �°=1 -o =fi_ . Ii1 = 30' - - -- k :: - :. m - t : m -I - -: - a _ m I — m - --- --- -- -- - i - - ---. I - - — - - - -$Y OT RS L _. Tutyp- .. 68O 100 HT WATER EV. _0: _ _ 1.407 _ .. - Y l , ------------ 660 .. -..__ - -.... Me on 6701 -. 655 22 +50 23 +50 24 +50 25 +50 650 669 666.05 0 10 20 30 40 80 120 = i i 1'40' t I 1. VOOT SECTIONS REFERENCED IN THESE DRAWINGS ARE FROM THE 1991 VIRGINIA DEPARTMENT OF TRANSPORTATION 'ROAD AND BRIDGE SPECIFICATIONS'. 2. BENCH MARK DATUM, AND CONTROL POINTS: ELEVATIONS SHOWN IN THESE PLANS ARE TAKEN FROM U.S.C. 8 G.S. DATUM. STATIONING AND COORDINATES CORRESPOND TO THE ONES USED FOR FORT COLLIER INDUSTRIAL PARK DEVELOPMENT. 3. DESIGN DATA: - DESIGN LOADING- 1­1:-20-44 AND THE ALTERNATE MILITARY LOADING. - CONCRETE FOR CAST IN PLACE: CONCRETE FOR THE CAST IN PLACE FOOTINGS, WINGS AND HEADWALLS SHALL BE CLASS A4 (Fc' ? 4000 PSI) PER. VDOT, 1991 ROAD AND BRIDGE SPECIFICATION. - REINFORCING STEEL: REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS PER ASTM A615. 4. DESIGN SPECIFICATIONS: PRECAST CONCRETE BOXES SHALL BE DESIGNED BY THE SUPPLIER TO CONFORM WITH 1989 EDITION OF THE 'STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES' ADOPTED BY THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICALS, INCLUDING THE 1990 INTERIM SPECIFICATIONS, WITH THE APPLICABLE VIRGINIA DEPT. OF TRANSPORTATION 'ROAD 8 BRIDGE SPECIFICATIONS' MODIFICATIONS (AS PER SECTION 302.03). 5. FOUNDATION BEARING PRESSURE: FOOTINGS AS DESIGNED PRODUCE A MAXIMUM BEARING PRESSURE OF 1.051 TONS/SO. FT.. 6. GUARDRAIL: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND MAY BE ADJUSTED DURING CONSTRUCTION, AS DIRECTED BY THE ENGINEER. GUARDRAIL SHALL CONFORM TO OR-2 FROM VOOT ROAD S BRIDGE STANDARDS. (DWGS 501) POST: SHALL BE W6x9. FOR MOUNTING THE GUARDRAIL POSTS OVER THE BOXES REFER TO THE DETAIL ON SHEET C-57 OF THESE DRAWINGS. IF ANCHOR BOLTS ARE LOCATED WITHIN A HAUNCH, PARTIAL DEPTH BONDED ANCHORING SYSTEMS SHALL BE USED, SUCH AS HILTI 'HVA' _ T,3:l H.0 -F,EL ',-;_ 7 R J i = ANCHORING SYSTEM WITH 78" OIA. 'HAS' ANCHOR ROD, INSTALLED PER MANUFACTURERS RECOMMENDATIONS. CONSTRUCTION S PARK CENTER DRIVE 25'-0' + FIT -UP 25'-0' + FIT -UP 17'-0'* 17'-0'* 12'-0'* I2'-0'* 676.50 ! I . -iJF) i 676.20 n1' /FT. 4I4 /FT./+'/FT.. 1'/FT(Ij 674i�50 .— CONC. BOX * - MEASURED PERPENDICULAR TO ¢ CONSTRUCTION SECTION ALONG ¢ STRUCTURE SCALE: 1'=10' HERSHEY PASTA GROUP 10A"_ 100 Qt3T. A OMIW:. N '. iEWStLV ' 17 31 1. IX.— 4 xmwsh% Food. cw1weuen Cmtroctors/CmsV uctly� PGVBo1-23 ALEXANDER 25 TEL. Ywogra FAX, 717-231-- 9A700. 001710S-1325 JOB TITLE PROJECT HARVEST 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK WINCHESTER, VIRGINIA ATE STARTED HYDRAULIC DATA DRAINAGE AREA: 2.03 SO. MItE TOTAL WATERWAY OPENING BELOW ELEVATION 10 YEAR (DESIGN YEAR): DID= 900cfS, ELEV.10 =675.3 100 YEAR: 0100 = 1400cfs, ELEV.100 =677.0 TYPE: TRIPLE PRECAST BOX CULVERTS WITH CAST IN PLACE WINGS & HEADWALLS SI_ _: 9'-O' SPAN X 4'-0' RISE X 50'-0' LENGTH PER BOX ROADWAY: 2 LANES a 12'-0'. 34'-0' F/F GUARDRAIL ALIGNMENT: TANGENT SKEW: 201 LF. APPROACH SLABS: N/A WEARING SURFACE: 2�, MIN. ASPH. CONC. y O Z GRID PLANT 0 l0 20 30 60 1 90 1 I I GRAPHIC SCALE' KEY PLAN e® R/1X NO. I DATE SUBJECT REVISION OR ISSUE DRAWN .11/J .p. CHECKED /' DESIGNED.i H DEPi.MGR. L. GRANT PROJ.MGR. J. LINGNELL SEAL SSOE. INC. ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS 1001 MAOISON AVENUE TOLEDO. OHIO 43624 FAX. 419-255-51 1 TEL. 419-255-3830 DRAWING TITLE SCALE: PARK CENTER DRIVE PLAN AND PROFILE PROJECT NUMBER 91 1 17 3 ATE COMPLETED DRAWING C - 56 NUMBER PLOT 13-MAR-1992 /usr/dgn/1173c56.3d 0 4 8 12 16 52 48 0 2 4 6 8 16 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 2 0 5 1�0 15 20 40 60 0L lU 20 30 60 90 0 10 20 30 40 80 Z0 t4"=1'-0 i�'=1'-0 42"=1'-0 3/4"=I'-0 1'=1'-0 14-I -0 1'=20' 1'=30' I'=40' S H x � � z Z m POROUS BACKFILL INLET OUTLET PER VOOT SECTION 204 PLANT PLANT 4• / / A�- i 2101 JFO-HUNOATION GRADE BEAM i \ %2' PEJF / %2' PEF EADWALL L_ AV / // ��ri r r • . a ,? _ � rr r o T2' PEJFti \\`� rrrr� .r �7 TYP. a / \\ rr r 1Se , NOSING , \ , FILTER r (TYP, BETWEEN BOXES) ►h `• \ FABRIC r r r • Q• rn� HEADWALL PLAN l� r INLET 676.50 OUTLET 676.20 OUTLET 673.50 INLET 666.05 OUTLET 665.75 1 %2' %B' HEX HEAD BOLTS NUTS AND WASHERS \ Y," STEEL PLATE POST - F44 THIN SLAB FERRULE INSERTS FOR %', 6' LONG STUDS I / SCALE: %4'=1'-0 6 SPA. 0 1'-6' 44 THIN SLAB FERRULE INSERTS h' PEJF FOR %", 9' LONG STUDS (TYP. ) a Y '� <W Jn z %2" PEJF < %2' PEJF- °J < M LLW OUTLET GRANULAR BACKFILL TO CHANNEL SLOPE (TYP.) NOSING NOT SHOWN FOR CLARITY -%2' PEJF O 1 � 2' CLR (TYP. ) �,r-#5(TYP. ) OSING 1'/FT Nyl- iRIFT n, a #5012" FILTER - #5 TYP. "V� � e F44 THIN SLAB FABRIC 05 TYP. FERRULE INSERTS 2'-0° a05018" 9 LIMITS OF I #5012" POROUS BACKFILL I 9'x4' 1 +1 0 o J CONC. BOX INLET 669.81 o N OUTLET 669.51 FILTER FABRIC _ ^O�O`cl -Qc A C (� #5012'- = 6' GRANULAR 5012'_ E" MATERIAL FORA At M BEDDING INLET 9"x3" KEY #5A_ OUTL #5018' -3i2'-0' U (TYP.) " > 'n 2'-0' 7' SECTION A SCALE: �'=1-0 2' _CLEAR •5 0 18' N.S. r #5 0 12" F.S. •5 E.S. SECTION g SCALE: �-I -0 INLET 676.50 OUTLET 676.20 U / I I INLET 674.50 #5 N.S. II • • 1 OUTLET 674.20 INLET 673.80 Z LL F II • • I OUTLET 673.50 ;�. ao 05 F.S. I II I OYPFJXInin;' ;n;/ O o II MNN II OFr'ROJ3 EF!'KFILL- 1_ 1< 0 12" (TYP.) 45 E.S. HEADWALL ELEVATION SCALE: %4'=1'-0 7• 01. 1' x 3' SLOTTED h--HOLES (TYP.) I %B' HEX HEAD BOLTS 4 I F NUTS AND WASHERS POST - I STEEL PLATE � D 9'x4' PRECAST BOX J / P D iv ; D it 1 0 II 1 t -- Ltt-l�-3'x3'x%2' STEEL PLATE WASHERS IL H SCALE: 3•=1'-0 BOX MOUNTED POST 1R G JA k DK 111 L SCALE: 3"=l'-0 a '-050 9' \-45 TYP. POROUS BACKFILL PER VOOT SECTION 204 i �I I I SECT I ON SCALE: 1' =1 ' -0 -- D D � N •MI D .� D L Q J; �I I -(3) 05 EQUALLY SPACED ALONG HEIGHT OF �5 TYP• FOUNDATION GRADE BEAM SECTION SCALE: 1'=1'-0 I #5 0 18' N.S. 05 0 12' F.S. INLET 676.50 OUTLET 676.20' 5 E.S. �„"m■„■. 00000000000 INLET 674.50 OUTLET 674.20 -1PFE�X)TAA 7E LI/7)I7'- FGF- � P�]ROU: BACKFILL INLET 666.05 OUTLET 665.75 - - - - - ---- - - - - - - -- MRA - J W in 1 INLET 666.05 INLET 666.05 1 i 5 F.S. OUTLET 665.75 OUTLET 665.75 Q W < J W +5 0 12' F.S. s5 O 12' F.S. 2- CLEAR 05 0 12" TOP I 05 0 12' TOP 2' CLEAR M •5 0 18' BOTTOM 05 0 18' BOTTOM SECTION C SCALE: 1•=1'-0 - SECTION SCALE: �'=1'-0 EPDXY CONCRETE SEALER r 4' -0" PER VOOT SECTION 416 9x4 CONCRETE ' BOX SECTIONS ` I 6' GRANULAR \ MATERIAL FOR )'-0• BEDDING (MIN.) �► PER VDOT SECTION 205 SECTION SCALE: � -I-0 r C t� L- c r r A j SELECT BACKFILL NO. I DATE SUBJECT t PER VOOT SECTION 302 REVISION OR ISSUE r V NOTE' DRAWN D MJS 1.) �' CHACHAMFER ON ALL EXPOSED 90G CORNERS DESCHECKEIGNED GH, 2.) E.J.F. DENOTES PREFORMED EXPANSION JOINT FILLER. NDR. L. GRANT 3.) F.S. DENOTES FAR SIDE. DES N.S. DENOTES NEAR SIDE. PROJ.MGR. J. L[NGNELL E.S. DENOTES EACH SIDE. r C SSOE. INC. ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS 1001 MADISON AVENUE TOLEDO. OHIO 43524 FAX. 419-255-5101 TEL. 419-255-3830 L _.B TITLE ORAWING TITLE SCALES Ij HERSHEY PASTA GROUP PARK CENTER DRIVE IN OIVSTK R DRIVE. �'.REV4VI—I. 110 SR-a.10 PROJECT HARVEST BRIDGE DETAILS XMw:sloV Food• Co p,,,L1,,, 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK 911173 315'V•I..anS i S— 1— PROJECT ^ 25 WINCHESTER, VIRGINIA NUMBER P.O. 7t7 1s25 - 5 7 ALEXANDER "_���q P•• 171az-132s TEi. 711-234-]Dal Oa TE STARTED C�+o- "c��vCPev.ct�m Vb s FAX. 717-231-9000 Da 7E CaWLETED NUMBER C' PLOT 11-MAR-1992 /usr/dgn/1173c57.3d 0 4 8 1216 32 48 1/5.-1 -0 U u 0 2 4 6 8 16 24 0 1 2 4 5 8 10 12 0 1 2 3 4 5 5 7 8 0 1 2 3 4 5 6 %( 1,-0 V4•=1'-0 'y =t'-0 Y=1.-0 0 1 2 3 4 �•=1'-0 0I� 1 2 3 l•=1'-0 0 � I�'=I,-0 IH-IOOA 655.88 < $ / OUTLEx AD ALL SO ' a i 36, CUP TEMPORARY • CULvERi MOVED 75.00 " I fON a1r - - - — — -- --- --------- --- ---- ------------�-- -- - - -- - CONSTRul1��T[ON- ^I _y ---TRIICTUiIr •-�- N1 t j Too T j--�- �� —9001 —1 / j� �- --r- 7 - �---------------- - ISM _ i TOP/ uffiRADE p 700 695 690 685 680 i/ •' o i IUi 8'-SAN. a 0.52% FUTURE MILL SITE M M M ----------------- --- M - ------ --- --- ----- - ------------- ------------ ------------- - -------------------------- -------------------------------- ---------------- �--- TOP/RAIL 0.00 x 675 -- \ } - �- --{ FIN. SUBGRADE t 10 YEAR HIGH WATER ELEV. = 661.8 100 YEAR HIGH WATER ELEV. = 665.6. _ EXIST. GROUND PROFILE 565 PROP. ROUGH - i GRADING SUBGRADE 660 _.. . J � \ o_ w T 36' CMP TEMPORARY CUL t 650 t ....... __. .. _ - ._... - Qf: O' 645 1;�50 1400 TRACK #1 STATIONING SCALE: HORIZONTAL; 1'=30' VERTICAL ; 1'=5' ¢ PROP. SUBGRADE PROFILE } 700 i 695 690 685 680 675 2 0 5 10 1520 40 60 I'=20' 0 10 20 30 b0 9U 0 10 20 30 40 BU ILu 1•°30' 1'=40' �f CONSTRUTION I 33' + FIT -UP I 33' + FIT -UP I I 39! I I i 15'HO' ROUGH I TRACK [ENTERS I LIMIT GRADING APPROXIMATE FUTURE LIMITS RAILROAD BALLAST j j 676.03 LIMITS I j I � 673.42 668.97 668.33 'x8' CONCRETE BOX MIN. AGGREGATE SECTION ALONG ¢ STRUCTURE (LOOKING NORTH) SCALE; 1'=10' 1. VOOT SECTIONS REFERENCED IN THESE DRAWINGS ARE FROM THE 1991 VIRGINIA DEPARTMENT OF TRANSPORTATION 'ROAD AND BRIDGE SPECIFICATIONS'. 2. BENCH MARK DATUM, AND CONTROL POINTS: ELEVATIONS SHOWN IN THESE PLANS ARE TAKEN FROM U.S.C. & G.S. DATUM. STATIONING AND COORDINATES CORRESPOND TO THE ONES USED FOR FORT COLLIER INDUSTRIAL PARK DEVELOPMENT. 3. DESIGN DATA: - DESIGN LOADING- COOPERS E-80 LOADING WITH APPROPRIATE IMPACT FACTOR. - CONCRETE FOR CAST IN PLACE: CONCRETE FOR THE CAST IN PLACE FOOTINGS, WINGS AND HEADWALLS SHALL BE CLASS AA (Fc' 4000 PSI) PER. VOOT, 1991 ROAD AND BRIDGE SPECIFICATION. - REINFORCING STEEL: REINFORCING STEEL SHALL BE GRACE 60 DEFORMED BARS PER ASTM A615. 4. DESIGN SPECIFICATIONS: PRECAST CONCRETE BOXES SHALL BE DESIGNED BY THE SUPPLIER TO CONFORM WITH 1991 EDITION OF THE 'AMERICAN RAILWAY ENGINEERING ASSOCIATION' MANUAL FOR RAILWAY ENGINEERING. 5. FOUNDATION BEARING PRESSURE: FOOTINGS AS DESIGNED PRODUCE A MAXIMUM BEARING PRESSURE OF 1.41 TONS/SO. FT. 6. UTILITIES: LOCATION OF UNDERGROUND UTILITIES SHALL BE VERIFIED PRIOR TO ANY EXCAVATION RELATED TO THE STRUCTURE. EXTREME CARE SHALL BE TAKEN WHEN EXCAVATING FOR THE FOUNDATIONS ON THE NORTH SIDE OF THE PROPOSED STRUCTURE NOT TO DAMAGE THE EXISTING 21' SANITARY LINE. 7. SEE DWG. NO. C-52 FOR RAILROAD PLAN & PROFILE. 8. FOR RAILROAD GEOMETRICS SEE RAILROAD SITE PLAN. 9. FOR UTILITIES PLANS & SITE GEOMETRICS SEE OWGS. NO. C-37 & C-38. HERSHEY PASTA GROUP . wl,c. lPROJECT HARVEST oo c,.sr.t �c.s�., .c.rs.tv.xu irus3-alc " Xw;;.;v Fows Co po aucn 540 PARK CENTER DRIVE - ---- FT. COLLIER INDUSTRIAL PARK i, WINCHESTER, VIRGINIA 3I5v q..Srwt ALEXANDER P.D, m. 1523 Mir. P4. 17105-1525 `d. 717- 34-7041 DATE STARTED Cmtroct>vCm,�r vct,an l.o..agr, )17-2,1-9000 6 HYDRAULIC DATA DRAINAGE AREA: 5.29 SO. —MILE TOTAL WATERWAY OPENING BELOW ELEVATION 10 YEAR (DESIGN YEAR): DID= 1700cfs, ELEV.to =661.8 V1o= fps, 100 YEAR: 0100 = 3100cfs, ELEV.1oo =665.6 V Ioo = fps, PROPOSED STRUCTURE TYPE: OUADRUPLE PRECAST BOX CULVERTS WITH CAST IN PLACE WINGS & HEADWALLS SIZE: 10'-0' SPAN X 8'-0' RISE X 66'-0' LENGTH PER BOX SKEW: 00 N10 H �RlH GRID PLANT 0 10 20 30 f—I , 60 90 i l'=30' GRAPHIC SCALE B 05-06-92 lCSxTREVIEW/REFERENCE ONLY A I 03-13-92 F.DR REVIEW NO. I DATE I SUBJECT REVISION OR ISSUE DRAWN M.IS CHECKED LLG DESIGNED NGH OEPT.MGR. L. GRANT PROJ.MGR. J. LINGNELL SEAL SHL,-N}r 0 E 0. SSOE. INC. ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS 1001 MADISON AVENUE TOLEDO. OHIO 43524 FAX. 419-255-5101 TEL. 419-255-3830 ORA.ING TITLE SCALE: I• 30' RAILROAD BRIDGE PLAN AND PROFILE PROJECT NUMBER 91 1 17 3 ORA.ING NUMBER C - 5 8 PLOT 06-MAY- /usr/dennis/1173c58.3d 0 4 8 12 16 52 48 0 2 4 6 8 16 24 u 1 2 4 6 8 10 12 0 l 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 l 2 0 5 10 15 20 40 b� ^ 20 30 ISO 90 0 10 20 3040 80 120 L I I I 1 1 I I I I I I 1 L� L I I I I 1 I r r i r r r I T TTTT7 fT "'�r—r�—r—TT1 rL-- 'Tl- i i i -1 F. i i fT--i i i I , i —1 f i i I I I t i � I i I r��7 4�•=1-0 �,•=1'-0 y4 =1'-0 =1' o Y-I '-0 "=I'-0 I'=1'-0 1�'=1'-0 1.=20, 1'=30' I'=40' k �n T A'TJ RTH o OUTLET FILTER FABRIC I I I I I PEJF a r' r" OUTLET POROUS BACKFILL TO CHANNEL SLOPE (TYP.) I1% io A yi- LIMITS OF ! POROUS BACKFILL ( FILTER - FABRIC 4"0 WEEP HOLE i SLOPE 1" / FOOT ! 2' CLR I I" (TYP.) I cJl II N� #5 TYP. — 05012" - - -- #506' x A - J 03 BAGGED AGGREGATE —/ �y- o WEEP HOLE _ ROUGHENED CONSTRUCTION JOINT - - -" #606, MY 1'-0"x3" 'KEY - 1 7'-0" il'- 3'-6" 3" (TYP.) 9#5 E0. SP. TOP & BOTTOM - - 12'-0' _ SECTION A SCALE: POROUS BACKFILL r PER VOOT SECTION 204 I I i I i I I I I I I I I I I I I i i I I I I I FOUNDATION GRACE BEAM j I I I--HEAO"ALL I �2" PEJF o 5R, Iz' PEJF �•.\ \ j��\�F TYP. II�J NOSING (TYP. BETWEEN BOXES) HEADWALL PLAN SCALE: �-I -0 HEADWALL ELEVATION SCALE: �'=1-0 1'-6- ?. I I 114I I' I--� 9" - #5 TYP. - 05012" F44 THIN SLAB FERRULE INSERTS FOR %8" 1'-0" LONG BOLTS, PLAIN; ' INLET IE 655.8 OUTLET IE 655.16 #5012" INLET IE 651.97 #5 TYP.-j -T-'6(TLET--IE-651.33 J U 2'-0"> SECTION SCALE: s"=1'-0 EPDXY CONCRETE SEALER PER VDOT SECTION 416 IM CONCRETE _ BOX SECTIONS C . A . 8' -0 6' GRANULAR -J I FILTER MATERIAL FOR 20' FABRIC FABRIC POI ERVOOTSECTION 205 SECTION p SCALE: %'=1'-0 F44 THIN FERRULE VUILCI OJI.JJ CT BACKFILL VOOT SECTION 302 0 CKFILL SECTION 204 SECTION F SCALE: 1'=I'-0 • CLEAR INLET 661.97 OUTLET 66 - 33 l�',✓P r2JX 1 M rli t LIrAI� CF r-c ;: E%, -KL c p p D A v 0 0 0 #5 TYP.J \ (3) 05 EDUALLY SPACED ALONG HEIGHT OF FOUNDATION GRADE BEAM SECTION SCALE: 1"=1'-0 NOT.. CHAFFER ON ALL EXPOSED 900 CORNERS 2.) E.J.F. DENOTES PREFORMED EXPANSION JOINT FILLER. 3.) F.S. DENOTES FAR SIDE. N.S. DENOTES NEAR SIDE. E.S. DENOTES EACH SIDE. f5 OG-O&-qZ CSxT ZEVIEW/4EFE(*NcE ONy I- v NO. DATE SUBJECT REVISION OR ISSUE DRARN MJS , CHECKED DESIGNED DEPT.MGR. L. GRANT PROJ.NGR. J. LINGNEL 96 9 6" F.S. r7 c 6' TOP 2' CLEAR SEAL r6 0 6" BOTTOM SS-E. INC. SECTION C ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS SCALE: �"=1'-0 fool WADI SON AVENUE TOLEDO. OHIO 43524 FAX. 4f9-253-5101 TEL. 419-253-3e30 JOB TITLE DRAnING TITLE SCALE: - 1'-0 HERSHEY PASTA GROUP ``` CSx RAILROAD SPUR 1W MYS,�. Mla . �,. 11"°3-°°I° PROJECT HARVEST BRIDGE DETAILS xr+�.y °wF so y Foods Co-pa-euon 540 PARK CENTER DRIVE --_ - __—_- FT. COLLIER INDUSTRIAL PARK N.B..1..aq"r{3m, ``' 31s vw9Nn WINCHESTER, VIRGINIA PR NUNREoJeRT 9111 7 3 P.o. Boa 1523 ALEXANOER �.f.y PA. V105-1323 `EL. 717-231-7000 Cmvxt�a/Cmav u" )17-231 -9000 C - 5 g -- -. DATE $TORTED uctim DATE COHPLETEO NU.8ERC' PLOT 13-MAR-1992 /usr/dgn/1173c59.3d ililal�l� 0 4 8 12 16 32 48 0 2 4 6 8 16 124 0 1 2 4 6 1 8 10 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 5 0 1 2 3 4 0 1 2 3 0 1 2 0 5 10 15 20 40 60 0 10 20 30 60 9v V iV lv su aV nu ttu rtrr T T� =� i� i I � i I I i I +-r-'r ri rmTr-���-r-i-� I- -,--�� H H�4i iii i �r_T '�'TiTiTi"T � i I l i i i i�--�; i i I I 1 1 i i l I � y15'=1'-0 i6'=I'-0 '=1'-0 =1'-0 47'=l' 0'=1'-0 1'=l' 0 I �r I i i ' YZ'=I'-0 1'=20' 1 =30' 1 =40' I i STORM SEWER SCHEDULE W. ---, J Q t - - ►--1 1 , \ \ , INLET OUTLET REMARKS 1- STRUC. i0P NO. EL. SIZE I EL RT S[ZE I I .RT I' ' - �y ; ) N 14721.5 1• \ \\ CB-55 674.00 24• 670.57 24" 670.00 y I I I I i FIREWATER \ TE 6 4 0 \\ CB-56 574.00 24" 670.92 24' 670.78 ----------------- ---------------1+---•- PUUPHOUSE \ 44.00' I ,'. - - - 1 \ FFE 675.25 \ " N 14775.b \ 12• SE 571.26 \ 22 1/26 12347.U, 1 \ '. 57 676 50 J_ _ _ _ _ _ _ _ _ _ 1 \ `� 15' SO 671.26 24' 671.12 - . 12.00' \� 10 FIN CB ¢ P.I. r '_.t T-� P vl +1y-- --- �-�--- --1-- ,` \ \ \ N 14585.14�1`1 1 I 1 1 \,-,= - - - I -----J \\` , 1 $ ` \450 E BON \ \ \ CB-58 675.50 12' 671.66 E 12218.03 1 1 I ir I LL' • i \ N 1 43.13 \ \\\ CB-59 675.50 15" 671.69 15' 671.55 ------- ---------- 1J-- 1 I 7 ¢ ASPH. RD. �a E 12 9.39 \ ,'. 1 I 1 i 1 - - - g I' - o I - a \ \ \ \\ CB-60 675.00 12" 672.10 15' 671.96 1 j 11 I H 1 I \� I ��•\ p0 \ \ \ CB-61 676.00 12' 672.45 1; I I I Ii 4 N 14 45S1 1 \ 1F \ \\ 12332N CB- « ` \ \ \ \\ 1 .-1 GRASS \ \ \ 1 i i 1 1--------------- NE1k694.3 ` \\ �\ \� \ ,' SANITARY SEWER SCHEDULE 1 g• 5r.i I I I _ 1 II N 14623.37 E 112359.2 \\ \ ' \ 9 ', >�----ram 1 \� \ \ \ A Z ' 1 II E 12355.56 I `�• \ \ I CB-29 • I ► I F n y O I I II F__��344.83 I (TE 673.49 I I I 1 FUIUHt , WAREHOUSE ~ I \ e sa . F . CONCRETE PAVEMENT p ` SSE JOINTING PLAN ' '�sJ \ `\ ``, I 1 II f DRAWING C-62 \ \ I I 1 I II d CB &$ \ \ \ I 1 j ; � �1 1 I LL I GRASS � TE 675. \\ ,' \ `�`� v _ I I NI Y I q z y115 LF 15- \ \ 14696.0` \\ ,,• iN1atg3. S, _ o.25x \ 4 0 \\ 2520-0', 1 I I I f 1 \ E 12j;91.7 --_ \I2486.7 FH N 700.0 T I I i \�� i _ �\ �1 26.0 \ / 6 \ CB 57 \ PIV I I I I I II i. N 4 4 74 \ 1 1 FVS QS TE `" \ \ \ 1 I I 1 I E 124I8.33 I 1 c'w 1` \ \ ($t \\ 1 I 1 j N 1 j N 14467.76 �I /s, \\\ E 12387.89 / \ o - - 1 `\ �A\'tP/• `\ '�'.. C(.' \ I I I I > z I II N 14445.62 ` r 12411.00 I IE 67 .00 \� / \� �� \\ ` \'•,` �\ j I i 81 1 \\N 0 14552.7 ` r 1 N 14562)5, - - \ \\ \ 1 4 .2/ \\ \`\E 124CD 90,<� \ 'y \\ \ \\ .��.� 1 5 \. ` \ 1 I I I 1Q• ST,' mph \i12' __ _ MH-111 '�\ I [AS At _ FE RSA-'41.0' ' SAFE 676. CB-60 \ 1� / \� ` � TE 1 I - 1 E Ot O1 00Z A. F --- ? J j < < I 1 a FN ♦?IS \ \ N 14_ 0 �� ` 4 y� _ I I u� 1 '�W�I E 12441.44 \\ FH /\`.i2486. `\o �tP• \` p \ �y]i `. �� 4-I 1 I 1 1 I \ N 447 \ \ \ \o SO \ \+ 1 12427.44 ` --- I 1 I NI E �414.88 \ `\ \'s \� 4L00 `^I \ GRASS \ \\ `\ \J� N_14607.1 \\ `\ F gTYP.) ^ I \\ off' \ ` ° \\ p0/ E 12634. All 1 I i--' -GRASS- �,•.`<� \' <?� \� �o \y ` t' o• O. CB-58 1 1 1 \ < \ A. TE 75.50 a r J I , \� \ o ` �t� \ N 4 40 0 Lit I 1 a \ \ \ E 12673. -i-- 1--♦�----' -r 1 6 BAN. CO� \ `\ \'� CE� \ MH-10 - ��.,FH ` N 14625.0 • \, \ A---�rt-------t-f►1 8! SAW. - I _�� \\ \ \ ` N Us24. r' 4X - > E 1267 6 , • • ,\ 4 7 .[ 1 613.4E 1 W` Z 'N 4 • 1 - - - MHa 103 \ - •^ \\ S5. \ \ MH- t t \ E 1258 'r E 36 ♦ \ �, 1 I 1 \ o \ \ TE 676.50 VO'�pN q 1 E 12680.75 ♦ • \\ TE 675.91 A \ \ ♦ \ I I I I I \ \ N 12596.0 \ ' } 105.66' I I I i : \ Z 5 \ E 12596. FH,'�/'' •�� rir 1 ; ; f�♦\ \ I l y j; I I MI I 1 FM-110 ` C �c'$I'' ry N 14551.0 I I 1 j ITE 675.50 r �� �0'`'%N'��'' NN 1 494.�4 _ r E 12636.0 �:, ♦ • \I` \ 1 30.00' WATERLI I I I \ � � � E 12607.68 rrr Jo --TUNNEL EASEMENT 1 1 �• \ \V Ste\ N.14a64, 0 pi q �' \ ♦ ♦ I \ < ' N 144 6. 10 f 12600.0 Ipi p i I I I ) I \ -E t2 c4.30 r ♦\ ��. \ \\\\\ \\\ \ I N 14275.62 1 1 I I ( Y'�� t.. E 12541.10 1 I 1I ' N 4381.54 E E\ 1 ; t: / y�10'FW PIY .i�� - W I 1. 4 u ry p`2�FU`U� 1 MH j0OA 1 .lr - /2° �£ 675.17 ELBOW \ CB- 3- `. TE 674.45 p 43 'N 14454.31 ` \ iO,Fh 1 UNLOAD PIT \l /' /ZC!�� \ '\� .'`TRAIN SHED \ \ ry _8-Splk ' (BY OTHERS) `. 1 STRUC TOP INLET OUTLET NO. EL, SIZE INVERT SIZE INVERT REMARKS EL. EL. MH-Ill 676.70 6" Sw 669.60 6' SE 669.35 MH-112 676.50 6' NO 567.10 DROP MANHOLE 10' SW 653.90 10• NE 653.88 NOTES: 1.) FOR INFORMATION REGARDING HERSHEY PHASE I Uij1ITTIIES OR GEOMETRICS REFER TO DRAWING NUMBERS C-35 C-45 AND C-46. il 2.) UNLESS NOTED, ALL FIREWATER LINES SHALL USE 2-45° ELBOWS AT ALL CHANGES IN DIRECTION. 3.1 A DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD NO. 1015 OR 1013. IF MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. �pQ~ NORTH GRID PLANT 0 10 20 30 50 90 I i i T 1 ' 1'=30' GRAPHIC SCALE o KEY PLAN - J.�yq e sr[ 1 c/ SRio MAi 1 I 09.03-9z rSSUEO Foe PERMn (�LITICS; 0 06-25-92 ISSUED FOR PERMITS PHASE a B 05-29-92 OWNER'S REVIEW A 05-22-92 OWNER'S REVIEW NO. DATE I SUBJECT REVISION OR ISSUE DAVID HERMAN SHAl aPH�{� r °A 11O. 92 OF T4/4 p\� 1 SEAs_- 1 ` I SSOE. INC. •.1 ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS 1001 MADISON AVENUE TOLEDO. OHIO 43024 FAX. 419-255-5101 TEL. 419-255-3830 JOB TITLE DRAWING TITLE SCALE: 1'-0 HERSHEY PASTA GROUP FLOUR MILL ��s.• •a.T.,.W,.�ti.•,1• ,o„moo MILLER MILLING EAST CO. UTILITY PLAN AND GEOMETRICS xmws% v Food. corpe.euen 542 PARK CENTER DRIVE FT, COLLIER INDUSTRIAL PARK 921031 PROJECT WINCHESTER, VIRGINIA NUMBER w, w,,�,� �TLEXM{JCR TEE. 717-y P. 17103-1515 -- -_-- --- -- _-- _ --'-_- O T0.. 717-3\.-7011 DgTE STgRTEO CmVocty✓Cm,V uc<lon FAX. 711-231-° DATE COMPLETED OR BERG PLOT DRAWN R. SCOTT CHECKED D. LECHLAK DESIGNED R. SCOTT DEPT,MGR. L. GRANT PROJ.,IGR. J. LINGNELL � � � 01 2 ^ a o to o 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 051015 20 40 60 o mmm uo oo 010203040 oo 120 � -o ���.'o �. ,� �� r� �� � � . . . . . . . . . . ~r ^ ^ ^r� ^''o r�'-o ���'-v r�m' r=w' r~m' �p CIA % 1.) PERIMETER STONE IS TO BE PLACED AT A UNIFORM DEPTH OF 8 . . STONE SHALL BE 03 COARSE AGGREGATE (SECTION 203 OF FIREWATER TE MESH LANDSCAPE FABRIC THAT INHIBITS FFE 675�M % "EEO GROWTH AND ALLOWS MOISTURE TO PASS THROUGH BELOW THE STONE. TOP OF - - - - - - - - - - - - - - - - - - - - - - - - - - - STONE IS TOVATCH THE FINISH GRADE i 41 2.) FOR FURTHER INFORMATION REGARDING RAILROAD CONSTRUCTION AND BRIDGE CONSTRUCTION REFER TO DRAWING PIV 5. TE TE T FUTURE X, WAREHOUSE CONCRETE PAVEMENT SEE JOINTINGG PLAN DRAWING C-62 HIGH PNT. JAY lows TE 676 676. 6. N .%. — -, _f . J, 676.0 op a VILE � >! � _ /` ' // \ | / - ` REVISION OR ISSUE ' .�� --- ~ ^'- CHECKED/'' DEPT. m6R. L. GRANT '- � � - SSOE. INC.� ENGINEERS ARCHITECTS PLANNERS LAND SURVElORS� 1001 MADISON AVENUE TOLEDO. OHIO 45624 FAX. 419-255-6101 TEL. 419-255-31530 � HERSHEY PASTA GROUP AA"- FLOUR MILL Lm ­s­ , M(YE. 4�1. %--(A MILLER MILLING EAST CO. PAVING AND Nw,%*V Foods CorpWation 542 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK 0 4 8 12 16 32 48 .0 2 4 6 8 16 24 0 1 2 4 6 8 10 12 0 l 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 2 0 5 10 15 20 40 60 0 10 20 30 60 90 0 10 20 30 40 80 12C 1111 l LI I II I LI I L 1 - 1_ L L f I( I�, L �TTT fTi �����1 �'i f— —r—T�1 Llml-'. �.� IIIIiI , I_ I I T'. '��T� f'i ��ii�� it � J 0 40 80 1 i u I I I I r71 -T i k••=I -0 4.•=1'-0 4.•=I -n 5L I _n Ic•-I -n \ PI N 4 \ ' E 12680,15 \\ \ STRIPING NOTES: 1. APPLY PAVEMENT NARKING PAINT ON A CLEAN, DRY, DUST FREE SURFACE. 2. APPLY PAINT WITH MECHANICAL EQUIPMENT TO PRODUCE A 4 INCH WIDE STRIP WITH UNIFORM STRAIGHT EDGES. APPLY AT THE MANUFACTURER'S RECOMMENDED RATES TO PROVIDE A MINIMUM 12 MCI. DRY THICKNESS. 3. CROSS STRIPING AS SHOWN ON PLAN IS 4 INCH WIDE STRIPS AT 18 INCHES CENTER TO CENTER. 4. MARKING PAINT IS ALKYO-RESIN TYPE, READY -MIXED COMPLYING WITH AASHTO M248, TYPE 1. PARKING SUMMARY OFFICE -2500 S.F. 9 1/250 S.F. 10 SPACES EMPLOYEES (MFG.) 0 3/4 14 = )1 SPACES PARKING REQUIRED = 11 SPACES PARKING PROVIDED (TOTAL) 14 SPACES REQUIRED HANDICAP = I SPACES (FREDRICK COUNTY ZONING) LOADING REQUIRED 40000/40000 = I SPACES LOADING PROVIDED = 4 SPACES ASPHALT ROAD -- - - - - - - - - --- - -- --- --- - - - --- - --- -- - - - - - - - - -- - -- --- - - - - _ - - - - - - -� PI PAVING AND GENERAL NOTES: 1.) THE CONSTRUCTION MANAGER SHALL INSURE THAT POSITIVE DRAINAGE IS MAINTAINED AROUND THE SILOS AND CONCRETE JOINTING IS CONSISTENT WITH THAT OF THE REMAINING SITE. 2.) THE CONSTRUCTION MANAGER SHALL INSURE THAT THE INTEGRITY OF THE EXISTING EROSION CONTROL MEASURES ARE MAINTAINED FOR THE DURATION OF THE PROJECT. 3.) THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WITH THAT OF PROJECT HARVEST PHASE I AND SHALL BE RESPONSIBLE FOR LOCATING, BOTH VERTICALLY AND HORIZONTALLY, ALL PHASE I UTILITIES WHICH MAY IMPACT THIS CONSTRUCTION. 4.) ALL CONSTRUCTION COMPLETED UNDER PROJECT HARVEST, PHASE II, SHALL BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS AS SET FORTH IN THE PHASE 1 CONSTRUCTION DOCUMENTS. 5.) FOR FURTHER INFORMATION REGARDING SITE DETAILS, REFER TO PROJECT HARVEST PHASE 1, DRAWING NUMBERS C-45 AND C-46. 6.) DIMENSIONS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY, SOME ADJUSTMENT OF THESE DIMENSIONS MAY BE NECESSARY IN THE FIELD TO MEET PROJECT REQUIREMENTS. ALL LAYOUTS OF SITE FEATURES SHALL BE DONE USING THE COORDINATES PROVIDED ON THIS DWG. AND DIG. C-60. a i n _ n KEY PLAN r NORiR NO SCALE A 05-22-92 1 OWNER'S REVIEW NO. I DATE I sU8JECT RE.ISION OR ISSUE PLOT 24-JUN-1992 /usr/dgn/203lsd4.3d 7 Q o- 0 4 8 12 16 32 48 0 2 4 6 8 16 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 6 7 B 0 1 2 3 4 5 5 0 1 2 3 4 0 1 2 3 0 1 2 0 5 10 15 20 40 60 0 10 20 30 60 90 0 10 20 30 40 80 120 l Y6•=1'-0 S6'=1' 0 Y4'=1'-0 %• r -0 Y" =1'-0 =I,-0 1'=l'-0 IYZ'=1'-0 1'=20' I'=30' , 1'=40' , t 16'-0 TRAIN SHED BY OTHERS, j TO BE DESIGNED TO THESE CLEARANCES MINIMUM 4+ TOP/DOOR I CENTERLINE OF TRACK o w < I `J' a 8' -0 I a _ t/Y `• U .8,-0 Z TOP OF g j NORTH ELEVATION OF MILL TRAIN SHED CLEARANCE DIAGRAM SCALE: 1'=10' NEENAH R-2565-C GRATE HOECHST iREV[RA (TE=674.33 TYP.) SPUNBONO 1114 12' FILTER FABRIC (TYP.) ?4• BALLAST oo.:�'°y„ 7'' "d�SU6-BALLAST .o o . A.•••,d .a. �•1r.• � 14T"mod.' �; IE SHALE NEENAH R-2565-C CATCH BASIN FRA)E '--NEENAH R-7516 2L• ROUND BALLAST SCREEN MORTAR GROUT AS REQUIRED I 21• NON -REINFORCED 8• DIA. CONCRETE PIPE ASTM C-14-3 l 0.50% s t2• N 24• \-3000 PSI BASE 'CATCH BASIN NO. 50 & 53 NO SCALE 16 ry I FLOW LINE NEENAH R-2565-C GRATE (TE=674.33 TYP.) 1 12' , , HOECHST TREVIRA SPUNBOND 1114 FILTER FABRIC (TYP.) v BALLAST <•I .I. 1�"' 'SUB -BALLAST E SCALE NEENAH R-2565-C CATCH BASIN FRAME NEENAH R-7516 zl. ROUND BALLAST MORTAR GROUT SCREEN AS REQUIRED 21• NON -REINFORCED -8' DIA. CONCRETE PIPE ASTM C-14-3 IL - SEE PLANS I — _ 12" ..LL 3000 PSI BASE CATCH BASIN NO. 52 NO SCALE NEENAH R-2504-C STD. CATCH BASIN FRAME & GRATE TOP ELEVATION TO HERE BALLAST HOECHST TREV[RA SUB -BALLAST "'�� • -- '':�$:yy"q•, — �`o ; ': SPUNBONO 1114 ',1.3 =.°= e,:. ,' FILTER FABRIC (TYP.) NEENAH R-7516 ROUND BALLAST SCREEN Uj zl C9 PRECAST CONCRETE MANHOLE SECTIONS ASTM C-478 U JOINTS ASTM C-443 x - 3 'n r—v ¢ uj 5•�___ITEP 4'-0 DIA. YI PIPE DIA. Y�•/Fr. Y�•/FT -I 6' - +— CONC. FORHED INVERT e• BED of PRECAST CONCRETE BASE NO. 67 STONE CATCH BASIN NO. 48, 49, 51, & 54 NO SCALE 16'-0 I I I W TOP DOOR Z CENTERLIN o w Q I OF TRACK u o w 8'-0 ! 8'-0 Z y o TOP OF o RAJL CLEARANCE DIAGRAM SCALE: 1'=10' 1. atsT. A (W.l . �1, R.NSrL•w iA ,)o7Y0l10 "" xNOl.l..a d . w%" Fore. Capauon 315 Ca•trmt�vtm.v action Ka•ogrs vorar 5ALEXANDER Q.1 WryySzscr7«c17103-1525 FAXPA . T17-231-90M NORTH ELEVATIDN OF HERSHEY TRAIN SHED JOB TITLE PROJECT HARVEST 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK WINCHESTER, VIRGINIA DATE STARTED — - ----- C O 05-06-92 JCSXT REVIEW / APPROVAL r N0. DATE SUBJECT I� REVISION OR ISSUE _ h DRAWN R. SCOTT CHECKED DESIGNED RWH DAL DEPT.MGR. L. GRANT PROJ.MGR. J LINGNELL SSOE. INC. 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' :_Li � � t4�rt � .- I - , � * - - * __ ____ ' ___ � __ I ' ' _L_ - - - __ I ' - - - a , . a - __ I— I , , I I A - __ _77 a A �� - __4 - - � - � --- : - . ___' L�__Li___ __ -------- - . - .- ' I . . I � I + I - - - - - - a - - � . - - - - I r � - - - - - I - : � al_ I - - " - -T - , ___:_� _ r : - � � �. - L' ' _.- �__L_ - 4 --L-L . ... � . , , 4 ' ' i a 4 A - . . + I � - . - � . - - __ li � i- - __ - r. ­ ­ ____ - - - - � I I � . . ­ . - - - � . I I I - - - ' - - � _�7 i-I - - - - 4- - +a - - � � :_ ,- - - ___ __ - - : 7 : - - - - - - * - r I - --L - L__ - - L__ . - � . . � - - __ - - , - , , . - - __ - . - - � . - - � - ' ' - ___L_ __�___�_ - . : - ____ __ ___ o- . - � - ----a-- __ - 4 . ___ - . � ___ - - - - 4" - - - - � � r j - - a - __ - -- . . - - - -�-.- . . . . -�--- - - -. . r . - - - ----7--- � . . � . 4 - . � , , -a. . __1 ___ _­ - .- ,- T. 1 � 7 -_ - . _____ - ----+- __ ­4 . . � . - - 7 - - , q : . ' ' . - - . + � . I . � � - �_� . ____ - . - ­ I a 4 1 . . __ - - - - - - 4 � I a - I - - r . r 4 A �_ j 4.1 - 11 A .1 , I ' ' . ' r r I � . � � 4 A . � I A � , - � . a I , . + . a r 0 I . . . i I - � � . a I - - - 1 4 I I I I . r . ­ � . 0 k r - r a . . . . . ] . . I I . . I . I . . I - - I . . I : . _ _'. , .r �7. �7 .7-.:-- , A , , : 7777= 7- __: �_� . r - --- . I - .-7 =- . 0 . a I I -1 ---- I � . - . r ----- - 1 4 . . , 77 � : __ 7a __ - - r . � I r I - - - I I � . a . I . A I I � : : :___ - ' . � I - ' + � � a a A I I . �k , . , 4 . . a . I � I . � � . a � � I I . 1 4 1 1 . � � . - . . 4 . � . 1 4 . . I . I r r 4 � + . r - a . ' . . . . 4 1 1 1 . - a : . . , � , 4 � : � I ' r .- � � I_ - - - - __ _ - - - - - : - r I , - ' ' * - - ' ' I - _ I - 0 - - - __ - - - __T - . . - . . . -.1 _. �__' . I - � - - I a � - - . r . -� I I . -- -777,77 ­7 - 7 --: �-- - I . + I � . I 1 4 - . - - . ­ - - - - . . . . . - - ' ---,r-- I . I - - - __7 1 ' I � ' . - __ ' .r . I a I � _.' - - . - - - ______ -7'-7-- ' - ' ' - a - ' _L_ - " ' a ' ' - - ' . a .ra , __ , _ 4 � _ _ _ I I � . . --- 7 r 'a � . A , � - _�-- .. . . . . _ , . , , , , , - 7- -- _- r , _ _ _ _ I . I _ _ - - i 7_­ ­ - �_ ___ . __ 4 1 . . � I -, __ , . - , . - - 4 A � 4 . . _ - - - - I - - - . - - - - - - . � . - - -, - - - ' _ 4 , : ' --- __ . 4 1 I I I - --- + I . r . . 4 __ ... . � . aa � I - 4 - A -- ---- - . 1 . 4 - --------7 . . . � 4 a ------ 0 . r A . -7---t7 r A 4 1 r � :- ' - --- -7 . � . , - 7 4 - - --- -0 --- -r � ­ ' __ ' - _: - - . - .- a- - --- ' , --- . . a . - � . _ 0 I - � . ­ __ � a a . . . � - - 7. 7 � � I � - - - - ' 4 . � I a . - ____ ____ A . � +-- - __ - - - - --- ' I ' r 7- - -7.-. . 0 -777 RE . - - a a - - -i , I . � _- - 7 - - � - . : - - - - -7--'-- ­7 T _-_ __ __ - - - r - - : - . - __ - ___ . - - � . ____ __ - r- __ __ _7 - - - - --- ___ . . a - - r , I I I . - ---- 7_7 � -, - � - - -- - -7- 7­7 ' - 7 -..-- 7t: - - --- - - - - __ - __ - - __ - _ : - � - - - - - - * ' ' - - - --- � . I I 0 i � ' - - 4 . � __� - - . . _4 4 a * . ___ . . . . __ ' I . . . . a + ' --- a I a r __ ____ 4 a . __ + - , - - . - _____ - L__ - __ . --� - ' - � r - & a . . ­- __ 7-7 - - - __ ��' - I : - __ � - . . - . _­ . � : , � . - - . . � ­ __ __. _ _ - r I I r - - - I a I __ __ � - � � I I - I , 7- �_. & - + : - I � - � - � - - _� -7- .- 77 - __7 - - - . - -- - - r- 7- -� � - , - - __ . � . I - - _7 - - . - _77-74 77 - : - - , ___ - - - - . � . � - -'a - _. '�_ , __ � _: � _ .- � .- - 1-R _� _. - - 7 .- ' a + - - __ : - '__ � - 4 - . . � --l- a a . I I I . I - I . r - I . -7 � � . - - o . a 7_ I --T- � � 77- + I . . -.---7 I - - - � _. - . . , I & . . � � & . � � I I � - _____' 1 4 . - 4 .. � ­ . a � . I . I I A I . . I I . __ . - . . - - _r r � ____ � ' ' 4 ' , __ - - __ � . , � , �a A I i I - ' . I I I � . -I- __ - - ___ -a ___ ­ - - : I - - - - - r I . . . . A - ____ a . 0 4 . 1 - , T � I 4 � I �__ : -i 1 : - : - - r ' - , � I , : 4 ' -- ---� - � - : I , , _ _ I I , _ __: . . . � _ _ j___ , , , a , I I � . + 4 . __ r . 4 � ' , _ _ _ __ . . . I _ , _ _ _ . - ­ � I . _ ­ 0 4 * ' _ - : �L' __ . - : - ___ , - - : - - _' ' _ - ' ' A _ . I . a _ _ __ _ __ I � . � _____ . � A I _ _ 1 4 � . - - _ a � � . . . . . a . ' __ . r ' - - . ' a . ' � ' ..r . . I , I . � � -7 � -, ' ' r . , a , I a _ _ ­ - A � I a a ' . . , . . ' * _ - ­ - _. : :` �� : :i 4, - _ i_: , - 'L � L_ __ �__ � _ a - � - - __ . . � � � � _ � . I . t t - . � I � 4 1 . � --- -- -r I I -- - - - - - - . � r a - --7-- a I - I I . -7 ' - -- - - I . . a I + , * I . , , . r - r - - I I . � � - + I � __ ____ - . �� -:-7--- ­7.-�-- . � � - � . . I . - --, . . 1 4 1 - '� A , I . � . I � � - - - - - - - � - � � r ' - 4 ' � - - � � � , I -7-7-- I a - � � - . I . � -77= I � - � r . . - � � � � a I + � � - - r . : __ , , _7 7 - _r . . _­ - . __� - . __ ___� .- � __ - � - - � I I I __ _ - . � � � I . 0 ____ � � I I � L_ - A - � . r . � I _r _-__ I 4 a . . - � � I -1 I - j: � � __ + I I � I � � � a . I I - . I I � - 11 . i t . r + :-- 7 - ' I 7- . � I � I . , , , . I � 11 . . . r . : : � - d � K r I � , r I 7 - . I 0 0 . 1 4 � -�--, r . . . , -- - - . I - - I ­7 ,- - -777.- =- --- - - - --- :-, _�_ I -- - & + ' ---- - I -_ -- - I : _­ . ____ � -, J: _ -- r _ , . I - - � � . � . � I I . � - - . - � - I a , a , I . - - ___ - 1 - 4 a 1 1 f 4 0 __F -1 _LL � _ � . I - � --- 1 " - - - __ � - � ' - * - ' � . + - - --- a - ___L' __& - __ � - - - - � r a .. - - - � . . . . � . . - - : - ' ' ' I . � __L___ __ - -, - - -7 I r � � , � 7 _- � - ____ __� I � . � _-_ -- _­_ -7-- --- . . . ' _-_ _- - - - A-7 _7� __ - ' I A 1 . ' - * - - -- - I � - __ - ' + � . r - - , - --- - . 4 � - � - ---a--.-- � 0 + I , , -- _ f , , , , I I - , - - - .1 � � . -- . i a - I ---� - - _r . - � - -- - --- I __ _ _ � - _ .. � 4 ' - ' - __ ___ _�___ 4 , � � - � - __ .- . a --- I . . I � I i -=- - I ­ � --- - ' - - I I I I I a - - - - ' - ' -- I . r - - - - ' ' ' ' I --- - - 4 . 0 1 - � I � � I --- - --- � I . . I I I + I I - - - --- . I I � � , r ___: _ - I , , . � . . _ 1- T � _T .1 1 - � ' " . & , . � . � . 1, 0 � t . �- � , , a � . . . 1 4 + I I . I . . I . 7 . . � I , 11 . 1 4 . I I � � r � - . 1 4 __ - ___+ � - I � ____ - * ' -, --- _� -- � -­ � - ----7 77 -- -- - - -- I - - , - - . - --- __ _-7-7- I � . . -: - -. ---- - -- - -' - - - - - - .;_. . j_� ... . ; . -� I+ __ ___4 - � - . : r . - : ­ :- ' a ­ -- ­ -_ -_ * j I r - 0 i - - -, r . __ __ ' - - : & -a _ __ � - : - I : __ __ - - � - -, -- -- -A- - - . . -- - --- -. I I I - - - - - - - � - - - - . � I I . 1 � -- r I I -- - - f+ � . : - : &- a - - � --:Ir -_ --- - __ � r � ­ A _: : �_____ : :______ '_ �_ - � I I I - . I . . ' - 1 4 , ' , , - . I , r , I . I , I � - - * -I - . ' - .... -j- r.1 � ' - - - - � - ' ' � I : � - ' I I 0 1 1 - - 4 1 : � U " 7 - � 7 .- - � - . -1 - � __ + & . . 4 1 . ---- I I - � - - - 7,-, - . 0 � - � � : - '___ . � - a - - - , � 7 - I- -7- ___ - _1 __ I .- I - - . - : __' : a . , a --- _L� ' ' -=--7 . - : - - � a � � r � - --- r . � ______ � . --- - - - I � � I - - i . -1-, i � I I � - - - . I I - - --- - I -4 __ I � , , . � A --7- - - , , . - - - . � __ . � � - _ __ I : _� 4 _0 ___ _1 , ' _+ __, ' , 4 -------- --' - - _. � I . _: __' - - ' . - - � __ r 1 4 - ' ' - I - . __ _ � . I I + I . . ' - __ - ___ � I I 1 ___ __ � _ : a. 4 ' , .'_ I . � I __ _4 - __ IT __ - _ , � � , AA A 4 , __ . - ' 1 4 � � _- - ' - I - � � I- . - . ' ; I + � , I , ' , - _- - - - r I I . I 11 � - - � I . I I � - - I -_ -- . I I � � - r ' , - . - - I a- ' - - __ L�___ ' � ' 4 ' - � + - - - � 77� � 1-1 - - ' � - 7: - a . - - 7- � , - 7: - __ - - k I � & � , 4 ' I � I __ - A .. � . r I � � r . __ __ � - I j , I . i � -I - I - ' - - __ - ' - . I ' ' I _77- + I . I I __� ' - ' I I I I I 0 ' -7 . I � A __ I : ' ' ' I _777-7-- " a 4 � : : : A , � , 4 A __ - . I . a I � ' - _� __ - __ ' a 4 ' - __ , � . I ' ­ , ' 4 ____ - - ' 4 - � - , A __ 1- - , _� - _,_ . _ 4 , � . , , . . . , 4- �_ �- _ - - - - . - � - I . � . I . � �-' I - � � . - , - I . I � r � . I . 1 4 I I . A . I � - , , I � � I . , I � I - -f � - : . . : : I 1 � - . - = I ---- : , . I I - . � - ­7 1 4 I . . . I _-� - - - - - - - * _-_7 ' . I . a . � ---7-- . I � , I 1 � . I I -­ . � -_ - 7-- - : - '. � . 4' 7 - ' ' � ,'- -- � . � - -- � ,7 . _____ , � - � . L __ ' - I I a I . � . , - I - - - I . a I --- . I . _: I -T I --- - - = I . I I �_ . A . tlmF� . . . !-- + � . �__ -L-_ --- � � . r A a . � � __ I - a & - I . 77 -1 - : : 7____ __ - . � . I - � -1 - __ , __­ 1­ � + I - - - - - - � - � , : I . -- - -- - - - ---------------- r A I - --- - - - I + � . I a . - I � __ � I � . . � . r . I � & - - - _ _ _�_: : _ - - a . I . A 4 � I - 0 r , , I . � __ A, -, - - a _____ 1 4 1 4 I ______ --- - . . 4 - � - . a _ ­ , * ­ - ' -; 4 ' I ' - - _ _ _ _ - . __ _ & - - r � . . . I - - -- - -- 4 - ' ' ___ __ ' ' _____�_ ! a . � . � ' . � � - - _. L_ ' - - -1 ____ � � - - - i i : : . . ___ & i : - , ' - .- - � - ' - - ' .- _: -a : . ­ - r - ' ' a ___ - 4- a & � � & - ­ A - - - . + ___ __ r . - - . t , : : : 4 * - - - - - - ' - � - ' - : __ ' __ - - - . � __ : � ' - - i - � -i-- _'' - - � � - - _L� --- __ - � ' : : ' ' . � - . a ' � . . : , : '- � _ _ 4 � 4 ' ' I � ' .1 I ­ . I ' - - . _,_ _' _ _ . . I ' 4 . � . . . I 1 4 11 � I I I . I a I . . I . & . . a I . + - ' a . I � I I - ' 4 � j . . . - - . . , r - - , . . I , ' ' ' � I ' 4 ' ' & , a , , � . � __ A ' _L� . I . I I - . � + - & --- . r . r __ � . . __LL --- - I _ - - _ : _ _ __ - . . _,_ . _ ff __ _ a, � a 44 ' I ____ - ' - ' - A � � - _____ ' * __ . � * � __ _____ a I � . - - ­ I . � . . I I _ a _ - _- _- I . , __ - - - & - r + ___ __ - � �� _� _ - _ _ - _ - _ � . _ . - __ _ - - , _� 4 � - ____ - - __ a 0 I � � � , : - � � - ___ I I . a 1 - ___ __ - � 4 . I a . - - - - - - - - � 0 . . � , - _ _ _ __ _ __ - _ f ' ' � _ _ : - __ � � _ _ - ' � ' _ ____ _ __ . . . . , � _ __ _ __ : _ ' , . _ __ , r 4 1 ___ --- :-'&---7 ' ' _ _ L' - . � ­ : r : .' I r : i - I - __ I I . - ____ . . . - , 4 � . 7 - - - --- - - . 4 r 4 . - - � . __ , 4 . I I I - - - - - � , r , I , , , . ­ ­ . . . - . . . . . . . a _: � ' __ . _ . , , , a t� - - - - -& - A . ------ : -7 , � � -7- 7 -4 � __ - - � . . I I + k _. - . _ -, � � I - - __ __ _ �_ _ : � I ' � ____ I - ___ __ ___ . - " I . -4 --.-- I . I a 0 a 0 . I ­ 4 - - a - a . a I � � � . . - _. - - 1 77 + 4 � - a I ____ I . I � a I __ ' � ' : � ___ - .- ' 7- &-.------ + -7- :_ - _- , -- ' - - -_ . a I . I � I __ I . . � � � � . . 4 a � a ­ 1 � ­ - 0 . I . I . I _' - - --- I � I . , . - 77 . . � . . . � 4 _ --- � . - -, __ ____ r I � ___ - __ I r ' ' r A a I _ . , , _ - � ____ ' I . I . . - ._ fI I ____ --r -- I 1 4 1 - -_ . - - __ ___ . � . 4­ � :. : _____ __ . - I r � --T- : : ___ I - - - . I . . -' I . � I . . I . . . I I _& a . r ­ & . 4 a . I , r ____ - . I a � I . . __ a - . 4 1 1 a - � � � - . � . - __ __ __ a I , . " _____ . 4 , + � . I I . � __ I + . ____ . - . I . . --a---- 0 i . . . a - __�_ - __ - _'__ 4 . . . - . . . ___ , � , - 4 1 . - I - . - - - __ � . . - - - ____ '_ I I I � , 7,___ . 4 __ 1 � . , - � I 0 __ Ir � � 4 � � 4­ _ _ A . . . a I __ � I ___ . � - - I . I _ ­ ­­ 1.0 __ L� � _ r . . a . . . - __ _ ___ I � 4 r I 1 4 - _ . I I � � a . . � 4 � - - _ a I - ' - � , . r . ..' A � - � . .. . - -A i � � - : - EL - _7 I I I + _1 _� _____7 T_ - 7 7 -7- + . I . I I ' _� r- .- - . . I . I . . - - - 7 _11. � -- - � I . � � . - ___ _____ , . � . � ... - - I - __ __ - - . . . X - ----- � - ---t- I , _ 1 4 -7 �___� . . .. � - .- - - --- - ' ' ' . . . _ '_ ___ _ _ . , � . -- - - -- '- -'- ' 4 a - _ � , a . . _ a 4 a I - ' I ' - I ' � ' 1 4 � r . � a I __ - - . a . . .7 . . � . , . ___ 77-77 I - - - a I ' � � - - - . . . . . 4 - M v - - _� �r_ - - ' - ' ' - ­ . 11 . r .& - I I . I . r - 4 1 � a r ' ' I ' ' - - - _ . . . 4 - I - I - -.. 11 "I r I I -I - - -­ . . . a -, --- - � - r . . . 1 - - - 4 a - - . I I I - I � . .& - I .. . a . . ___ I a . I � A . . I 4a. . - A . - � ­­­ � . . . 4 � � A , � . � , + r L 0 r . , a . . . 4 . A - � 4 i 49d 4 � � - . � . I 4 a I . ­ I - � - a . I I . A 7 - 7_____ � I � � � 7 - . I . � ___ - - . a . . � . � � - - - - __ __'_7____7 � � I � . . I ­ A . = � 4 1 . I I � + 77 . - - __ _ __ - . � , - - � - - 7 --- � � . - - - - - - --- r I - . a � - :7� 7-- . I . . . ... -&. - � I . . . . _7_7= __ 1 4 r 4 1 4 a . � - 1 4 1. 0 -7- .. A . a - a � I ---.a. - - - .-- ., . � . t � _r - - --- ____ - . . + ____ --- _ _� . a � . I a �_ - " - ___ - - 1 4 'r, I , I I __ ____ , , a , 0 4 _____ , 4 _ , , a - __ ____ . - -7-0 t ____'__7_ + --- -- . � : � , , __ _. - - a - - - -- - 77.- , 4 r , . ... ..... - . . . - - - 7 -4- .----7 . _& _ _ __ _ . . I . 7-7-= _ _ _ _ � � . . __ A - --' - -I . � � _ __ r- --- I . __ � _ _ _ - _ I d _____ _ I r . . I I � � 11 � - -, _:_ - I - : 7 - __ , - __7__ _� __� . , � -._ � � - 11 - - - - - - - __ - __ . , __ � . r r a .' ' * * - �& � - - __ ­ - . - - . . � & I � __ : - - - - __ - - �� . . I I . . . . --a : � � a- a � 4 1 1 - � 4 � a , - ___4_� --- . � I I I � - . - - ____ - . . . __ . - - I I . I r . . I a . . . � I . a . - � � � � _�_ &O - __ I a . A � " I 0 1 -I . - - - � - - 7: . a - � : : - - - ' ' 4 - - 4 77-7- -- I � + - - - ---a --- -'.---0-'--'-�-. r ' 1 a -. -.A � r . , -77.-- ,- � -- -77 -.- - . 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ONE= all, oil ®R Is 0 E=nmm� m� all°l If a mill a a 1111111 e 01 3111 Hof a3s at a an mum a ILI n, a unizaa mm It mall000mmsmmonsm milo IF an an in Unne colinnumme BEIINEVEMB numan anignalwunu �=111 ono sinvenn onsom a MUMMA an a Emma 111110 1111111 WAN an ki =Emu Banco nommu� BURL am on Emm WAM onnuou=nu RUNa 0 munumnumII B n�ma on now an a aE EBB on no an M o a MUNm MEN NUNN!! His His INS so= Em min Bin =1101 His INS His aam CNN 1 0 1 05-,)6-92 CSXT REVfEN / APPROVAL I NO. I DATE suBjE�9 (REVISION OR ISSUE DRAWN Cos CHECKED DAL DESIGNED RWH DEPT.MGR- LLG PROJ..GR. JTI 5SCE, INC. ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS 1001 MADISON AVENUE TOUEOC. allTO 43624 FAX. 419-255-6101 TEL. 419-255-3530 DRAWING TITLE SCALE: = 1'-0 RAILROAD CROSS SECTIONS STA. 6+00 to 11+00 PROJECT U. 911 7 3 2',.*,"3E'N` c )C 6 /usr/dgn/xsmaster. 3d 0 d 8 12 16 32 48 0 2 4 6 8 16 24 0 l 2 4 6 8 10 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 i!! I I : I,rr! "r , , , , 1 i 1 , , , 1 � �,, u 'TTT�i� �� � 5 6 0 1 - - u':',� HH! uin:i,n:u 2 3 1 I 4 0 1 2 3 0 1 2 0 5 101520 40 60 0 l0 20 30 � : � Sk''1 0 -0 y4•=l'-0 • =l'-0 = - �Z'1'o __ _ 1'0 r T � _r f �— _ ­0 :lYzi :oID CD • - { , .... ... _ - _�.. . W _ { { t _ - -- - - O _ , t - - _-_ i' t 1- 1 1- J — 1 — - T L -. -- - I t 1- ! t -- L — t - �- ":... - - ..... -.: .. - .- f — .. .. {. _.� ...+._.. ... ._. _.1 .._ .. ._ .- .-__ -.- . _!+.._.� . . -- ..... .. ... .. _ .,..... ... .. .. Lc .. ..... .. ._ ..-.. .. .- ... .. - d:.� - - -- -- ---- --- - I - - f f ._,. . _ — , - - - — r , f r. L: . _ _ - t. -- - `- - -- -L -- - — - --. — r- — - -- _ - — -- - - # 4 } - - _ ! - - -- — - .. r. _ — - —1 — -- - -- - -- _ r- { -- — — a — ---- - _� — - -. -- -- _— - -- -r J __. r -.. -T -- - # T _ .77 -- 1 - - f _ ... ..... ..... ... F .-... ...... .. ..-....-..- ... .1..... ...... ..... .. ... ....-... ... ...... :..... -._— - __ _ —.. __ _.._ - - _. __ _._ —___. __— ___ _- _ _. ..-.__ _._—__ - .— ..-_ ....... 'm ..1.. .. JOB T I it --- -- - ::mar - HERSHEY PASTA GROUP _Xi+►+f»yFoov> t- 4:.: caao.euon 540 PARK CENTER DRIVE - -- - -- - - - -- . ---------- T • AL PARK m:.. .. ..-�� ` ......-. ....-....... '_V 'cD .. ..,- ._-.. `• .. _.. 'm - .-. - -. ..__ — _ _ — _ _ _ - .-. -. -- --- - - _ _ _ _ - ... ... �..-.-- _ I-- M.B. A14wonOr 8 Son. Inc. vou9r.. sn' wDINCHESTERDUVIRGIN I A �0 r .o -. , .... .. .....- ..-.. .. .. .. —.CD-... ,�_'Co ' M��,abu_?I PA. 17105-1525 AE XANOER TEL. 2l1 �ja )O4l DATE 5T ARTED 60 90 0 10 20 30 40 80 t•=40' 01 05-0c-92 ICSXT REVIEW / APPROVAL N0. DATE SUBJECT REVISION OR ISSUE DRAMN CWS CHECKED OAL DESIGNED RWH OEPT.IAGR. LLG PROJ. -GA. ,JTL SSOE. INC. ENGINEERS EE S 4RCH17ECiS RLANNERS LAND SURVEYORS 1001 MADISON AVENUE TOLEDO. OHIO 43524 Ax. 419-255-6101 TEL. 419-255-3830 DRAMING TITLE SCALE: 1_p RAILROAD CROSS SECTIONS STA. 18+00 to 23+00 PROJECT 91117 3 NUMBER 120 0 4 8 12 16 32 46 0 2 4 6 8 16 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 l 2 3 4 0 1 2 3 0 l 2 0 5 10 IS 2U Inll 1 1 I I 1 I I I I I 1i 1I1 1 1 1 1 t 1 I 1' I 1 I 1 I I =1,-0 %.=1'-0 V4'=1'-0 %-1'-0 �'=l'-0 V=I--0 I'=l'-0 14'=1'-0 1'=20' 4U bV U IU zu 31) DU 9u U I1) LU JC1 4U DV Itu 1 r E I T 1'=30' 1'=40' m wu u o a a 700 695 ........... ....... .............. ................. ................................... .-------------------------- ... : 700 695 ....... ........... ................................ ...� ... ----- -...... 1.................................... i 1Q ! W 690 � : 41,1 690 .- u u > W W p O I U W W 685 :I it ; ;1 C-4 I N I 685 1� 680 n ..: ♦ I 680 to i o is i I 675 675 LLo —__—_—_— —___—_____�____�. ..... 670 LSANo i 670 .-.. ............ ...._--...--.---------- ....... 6' SAN a .1.47z IE 670.00 ? IE 669.35 'I 665 IE 669.60 -.. :1 I _.. -.... _..__- ..._. _.-__.... .. 665 ,L..._._. 660 I 660 ' NEW HA'N HOLE OVER I T EXI$TIN- LNF 655 ( EE CL rAIL) 1 655 101E 65i.88 650 650 645 645 0150 1100 150 2,00 0{00 14 i GTS INJIMNCC N0. REBSR3FD 4-. 4' Cul SOL TS A MNNOLL FR AMC A COVER OW Fw R0.TS �j MANJFACTLMDRY OUKITY (4CAJ I WATER►RDDUCTS,INC, ARIES VARIESVARES MANHOLE24� MANNL GRAD( EMD VIEW AT PROPERTY LINE ADJUSTMENT RING =7=7��(MN. 6" 1E Kil4T) ROADVAY BOX 36"-38- ♦ SUPPORT BLOCKS 3" V.IM Swrw H-MN REQUIRED AT THESE V-ft LOCATIONS, 4 EA. 24' DOUBLE 0 A � O,ECK VALVE/ ASSEMKY - —T • a Ball V.N. Cur► St., vrM FIP .WIs. VIM 2"G.t. ni.....-..i...�.i.i.{.....ni.....ni.i . ...i .. .. V.hl Opw.to4 N t 2" M.tw S.tln4 - Fr4 Cwt— S.ttw C.t.1.4 VAULT RESTS ON 2 YERS OF 6' OF STOW N. VFN 77R.1 s.1 , F� SOLD BLOCK THAT ARE UNDER BLOCKS 5.444 v.M l5� INA OUT, -th ►V , .1th RE MORTARED N Pt ACE C-,w.lwn 4 LTVM K C.p.r TuD.p A Slop EXp.nsl.n La.p EC.Wt.W..W. _ fr.m M.n 1. YM1w .—I WATER .Mots). MAN • IN NON-TRKFC AREA - Us. T.p S-t-.F 1 D00 G.11— S.ptw T W Mu fF tw" 1Y V o m- S.-W-4 SWAN CA., k. N TRMFC AREA - IN# T.p S. tun ./ U11htV V. h F4601 960 CUS M..Wwfa j'N N Smllh-MNWW Cr F. N,IENDMENT NO 3 JUL Y. 1411 DETAIL Of 2- WATER CONNECTION WITH BACKI'LOW PREVENT DEVICE W-7 I NEW MANHOLE OVER EXISTING LINE DETAIL 53 M 11 09-03.92 ISwE FOR MRMfr5 (vnuna�S) 06-25-92 ISSUED FOR PERMITS- PIiAtt S NO. I DATE SUBJECT REVISION OR ISSUE DRAWN R. SCOTT CNECRED E. ENYART DESIGNED 0. LECHLAK DEFT.-GR. L. GRANT RROJ..tGR. J. v LINGNELL 550E. INC. ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS 1001 MADISON AVENUE FAX. 419-25-3-5101 TOLEDO. OHIO 43624 TEL. 419-255-3B30 DRAWING TITLE SCALE. 1'-0 JOB T['LE R Y PASTA GROUP - MILLER MILLING EAST CO. ���� JW TH 1�oTT- •a1.E. � ,��sT.LWI-1.�'N�'L�•.L �F1. SANITARY SEWER PROFILE x,w;;haV Fow Do,protloF, 542 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK 911173 sI5 a=t5°' ``' R.O. Bo• 1525 WINCHESTER, VIRGINIA 2'. ER DUUBERG C — 7 2 tbr.sC—gg PA. 1T10,-1523 Ex TEL . 71 T-27a-)041 DATE STARTED — — )I Cmtr4cto<vCm.V„ctim FA.. )-2J1-9000 DATE COMPLETED PLOT 24-JUN-1992 /usr/dgn/1173c48.3d 0 4 9 12 16 32 48 0 2 4 6 8 16 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 2 =1'-0 4i =l'-0 '=I,-0 y2'=I,-0 bi'=1'-0 1'=1'-0 IY=1•-0 0 5 10 15 20 40 60 0 10 20 30 60 90 0 10 20 30 40 80 120 1 i 1 1 1 i I I I Li i i I 1 1'=20' 1`=30' 1`=40• i i jA { ! 7 C/.PGE i Y ...E 0 `RR I"r \ �e-508 I r\ `\+ j LLJICV '. \ J•LLJ F— LLJ = I CIS DD I .. � �• � �, j EROSION & SEDIMENT CONTROL PRACTICES LEGEND STRAW BALE BARRIER - VSWCC PRACTICE NO. 1.05 SILT FENCE - VSWCC PRACTICE NO. 1.06 CE - TEMP. GRAVEL CONST. ENTRANCE - VSWCC PRACTICE NO. 1. STORY DRAIN INLET PROTECTION - VSWCC PRACTICE NO. 1. TEMP. DIVERSION DIKE - VSWCC PRACTICE NO. 1.15 O- TEMP. SEDIMENT BASIN - VSWCC PRACTICE NO. 1.26 RIPRAP - VSWCC PRACTICE NO. 1.37 LEVEL SPREADER - VSWCC PRACTICE NO. 1.40 O- SURFACE ROUGHENING - VSWCC PRACTICE NO. 1.60 TSO - TEMPORARY SLOPE DRAIN - VSWCC PRACTICE NO. 1.30 O- PERMANENT SEEDING - VSWCC PRACTICE NO. 1.66 - TEMPORARY SEEDING - VSWCC PRACTICE NO. 1.65 /TS > GRID PLANT 0 50 100 150 200 1'=80' GRAPHIC SCALE 4 Z• /�f-92 F/�TAN.0 .PEMO✓.OL � ��-l�- �/ �U.✓T IAUCT/JN w,61 NO. GATE SUBJECT RECISION OR ISSUE DRARN (� CHECKED DES IGNEO DEPT. PRDJ.uGR. 'T � l i No.Ur.i073 gpc;fPTFc,� lI/Lt r�NaHJ��4 SSOE. INC. - ENGINEERS ARCHITECTS PLANNERS LANO SURvETORS 1001 uAOrSON —EUUE TOLEDO. OHIO A3524 cA.. 119-255-6101 TEL. 419-255-3830 PIOT 75-GfT-lOO1 0 4 8 12 16 32 48 0 2 4 6 8 16 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 6 7 B LLti1 I I I 1 I I I I 1 1— I Iii;'I i i I i I I 1 46•=1'-0 %•=1'-0 V4•=l'-0 %•=I.-0 0 1 2 3 4 5 6 'r';T 1lTTi i --i Y=I'-0 0 1 2 3 4 3.'=I'-0 0 1 2 3 t•=t-o 0 1 2 14�•=1'-0 0 5 10 15 20 40 60 I•=20' 0 tO 20 i i i 30 i 60 90 1 I I•=30' 0 10 20 30 40 80 120 t•=40' 6 EROSION & SEDIMENT CONTROL GENERAL NOTES 1. ALL SITE CONSTRUCTION AND EARTHWORK OPERATIONS SHALL EMPLOY PROPER EROSION AND SEDIMENT CONTROL PROCEDURES IN ACCORDANCE WITH THE STATE OF VIRGINIA SOIL AND WATER CONSERVATION COMMISSION (VSWCC) EROSION AND SEDIMENT CONTROL HANDBOOK. 2. IN NO CASE, SHALL ANY EXPOSED EARTHEN AREA BE ALLOWED TO FREELY ERODE AND FLOW TO ADJACENT PROPERTY OR TO WATERCOURSES WITHOUT BEING ROUTED TO A SEDIMENT BASIN OR THROUGH A SEDI- MENT CATCHMENT DEVICE. 3. AGGREGATE BASE COURSE SHALL BE PLACED ON ALL PAVEMENT AND BUILDING PADS AS CLOSELY AS POSSIBLE TO THE FINISH OF GRADING OPERATIONS TO MINIMIZE SUBGRAOE EXPOSURE. IN THE EVENT THAT BASE COURSE CAN NOT BE IMMEDIATELY PLACED, ALL DRAINAGE INLET STRUCTURES WITHIN THE PROPOSED PAVE- MENT AREAS SHALL RECEIVE STORM DRAIN INLET PROTECTION (VSWCC PRACTICE NO. 1.08). 4. A MINIMUM 6• THICKNESS OF SUB -BALLAST SHALL BE PLACED ON THE RAILROAD BED SUBGRADE, FOLLOWING EARTHWORK AND GRADING •",i. OPERATIONS AS CLOSELY AS POSSIBLE. 5. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE NOT TO BE OTHERWISE IMPROVED SHALL RECEIVE PERMANENT SEEDING. 6. SHOULD SEASONAL LIMITATIONS PREVENT TEMPORARY OR PERMANENT SEEDING OPERATIONS FROM TAKING PLACE, THESE AREAS SHALL BE MULCHED (VSWCC PRACTICE NO. 1.75) UNTIL SEEDING CAN BE PERFORMED. 7. STORM DRAINAGE INLET PROTECTION MAY BE REMOVED AFTER THE IMMEDIATE DRAINAGE AREA BECOMES STABILIZED. 8. SEE DWG. C-46 FOR SODDING DETAILS IN DITCH A SCALE SECTIONS. 9. ALL SOIL STOCKPILES SHALL BE COMPLETELY SURROUNDED BY A SILT FENCE AND IF LEFT TO SIT IDLE FOR MORE THAN 7 DAYS, SHALL.BE TEMPORARILY STABILIZED. �OQ~ NORTH 75 GRID PLANT 0 50 100 ISO 200 1'=80' GRAPHIC SCALE ? / 2'9 92 1 112;07- 1ffYt ;v Z /-/3-92 PF2;f9�7S NO. DATE SUBJECT REVISION OR ISSUE ORANN ij!{� CHECKED DESIGNECj� DEPT.M20- 7 PRO'..3 L - L No. c;,n79 • ♦ • �0.'qRCHII'E- 1 T SEAL SSCE. INC. ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS 1001 MAOISON AVENUE, TOLEDO. OH IO 45524 PAX. -19-255-5101 TEL. 419-255-3e30 DRAWING TITLE SCALE: . t'-O HERSHEY PASTA GROUP ERGS I ON AND SED I MENT 1W .M1.E. ­9Et. PRNSnr..0 vale-o'o ����a- PROJECT HARVEST CONTROL PLAN x He,;n;y Food. Cc pa•.ua.f 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK g 1 1 1 7 3 AllN.B. P.O1s. Bo. 152vas9In5lst5 L San. Inc. PROJECT 3cr«t WINCHESTER, vIRGINIA - NUuaER ALEXANDER RaTnlfaV PA, 171os-Is2s TEL JO.I OATS STARTED DRaNING Cmtraatarf/Cp XV tlan lbq $ FAX. 717-231-9000 - -- -- - ---- NUNBER 24-OCT-1991 /usr/dgn/1173ces2.3d 0 4 8 12 16 32 48 0 2 4 6 8 16 24 0 1 2 4 5 8 10 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 2 3 4 0 1 2 3 0 1 2 0 5 10 15 20 40 60 0 10 20 30 60 90 0 10 20 30 40 80 I�i1 i1111 t i iiiil�iiii u 1 1 120 m - - 1 � 17 rrr rrrrT7 rr i i i ' r -� i i r i i yE•=I'-0 ye•=1'-0 y4•=1� 0 �• I,-0 y. =I.-0 %i 1,-0 1•=1,-0 1'4 1, -0 1•=20 1'=30' 1•=40' Staked and Entrenched Straw Bale CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE A Points A should be higher than point B '�/ oonocn of aLFNFNT OF STRAW BALE BARRIER IN DRAINAGE WAY Pressure Relief Holes '1' Did. .., o i -'�° ix• A 4 A Plan I/ yell Tackweld .0 all around 8" Min. 16 It 12' J Support Bar Size Spacer bar (16 Rebar min.) (typical) Riser i Diameter Section A -A Isometric WTI _ vneTrT nrvirr nru nm Top is /0 gage cor- rugated metal or 1/8' steel plate. Pressure rolief boles •ay be o.i tted, i f end, of tot rogations are left fu111 open when the top is attached. Cylinder is A6 gage corrugated metal pipe or fabricated from 1/8" steel plate. Notes: 1. The cylinder must be fir•ly fastened to the top of th! riser. 2. Support hers are welded to the top of th riser or attached by straps bolted to top of riser SEDIMENT BASIN DEWATERING DEVICE Opin top and bottom lack weld 12" hole - - 3" B"dia. pipe, tut Sediment in half Cleanout length- v 1 .,se Set posts and excavate a 0"x4" 2. Staple wire fencing to trench up Op along th! line the posts. of posts. !� 4• I. Attach the filter fabric t0 the wire fence and extend it into the trench. "s r.. Ildl i 4. Backfill and compact the excavated soil. Ex tlnii Jn of fabric and wire into the trench. Filter Fabric j,•J1 -di_e :I 1 CONSTRUCTION OF A SILT FENCE . Excavate the trench. 2. Place and stake straw bales WIND n, I. Wedge loose straw between 4. Backfill and compact the bales. excavated soil. 'T� rn-TI-r lm, nc A croeu - r ...o,ro •'♦i �'• i � ice. �I�i. VOMIT No * I Coarse • �'a�. Aggregatei•a� N off, FlowAar �'-�.-'I^•al�%'a•: I�a�i %EnPoR,4RyOunfT Sr.-wrwe Emergency Spillway er _- _�--Crest NoA K fboa Anti -seep r Collar (See C-4w) DP Barrel Concrete I �- Ba se H Head on pipe through embankment h Mead over riser crest L Length of pipe through embankment p Diameter of pipe through embankment r Diameter of riser D/NENSyON EArr 8"S/N W,-rr a•SA' D- 2f" 24" 01 12" /2' &Amp, Am Eav 657. 30 666.45 R/S!R CAErTEcEv 659.00 667.50 L, Hth See S.rE paws. ' Standard Fl End Section Earthen Dike (Cospacted) D -T D46" 2 i`� 'IIiIIII�i11 IIIL¶f�l I—IIII Section A -A TEMPORARY SLOPE DRAIN -na , 6• ,Min. I 2:1 or Flatter Section A -A 0': Channel Grade A Maximum Grade of 1' for a 6' Min. Transition of 15' Minimum A I Di ve•s ion or Dike - r �Or r-� LEVEL SPREADER TOE REQUIREMENTS FOR RIPRAP BANK PROTECTION '� %iv /r',rA �fiAsr SAFCl/Af0 �rRAvfL FIF�P �,• T Min. lst/ adaa b� / QJ �S•�-'�!e .'pia' . GRAVEL CONSTRUCTION ENTRANCE Drop Inlet - with Grate Stakes------ Fllten '- Wa ter - -_ Burlap Fabric - - - Runoff Water _ with Sedime,,O Buried a� ii'� Burlap Fabric ' Specific A�lNt$n$ This method of inlet protection is applicable where the inlet rains a relatively flat area (slopes no greater than 5 percent) whe lee or overland flows (not exceeding 0.5 cfs) are typical. The ethod shall not apply to inlets receiving concentrated flows, such s in street or highway medians. / — •.-.• more 1w1 cT rrr I.-T c„Tr♦ l Lf with Gra [e Compacted Soil r Staked .o to Prevent Piping I Straw Bal o c o �tunoft Hate Filtere = with Se di Re, ' Water - Al au -•a Straw Bales Staked with 2 S_Slset Per We Specific Application This method of inlet protection is applicable where the inlet trains a relatively fiat area (slopes no greater than 5 percent) whe sheet or overland flows (not exceeding 0.5 cfs) are typical. The nethod shall not apply to inlets receiving Concentrated flows, Such Is in street or highway medians. �- Compacted Soil i 18 Min. — Flow - �1i11�=I;: _IIIh;ilC�ll - ' - _ 4.5' Min. 5,)q TEMPORARY DIVERSION DIKE IDHbT No. 1 :arse Aggregate _----- — 18" Min. _II11FLjF __ IifCL(1 - 1T 1- I�� �- 6' Minimum JI I>='' TEMPORARY DIVERSION DIKE R--,ft c S...a-i3�surr COOPoR i��: I• al =��•1i • OITCH �:�• a�r�w.. SLOPES- 1 1 &AN 1 FLATTER THAN 2:1 �•i. 5 MAX. CAss_,�— PROFILE SEDIMENT BASIN 1 SCALE PROJFCT HA VFST 3 1 /-/9-9L 1 7:5 NO. DATE SUBJECT REVISION OR ._SUE JRAwN �/ f s • -NF %1 Tk, CHECKED DESIGNED/ �� •" DEPT.wGR, PROD. NGn 'rL i.• i ♦ 'aaa a4♦a+a SEAL SSOE. INC. , ENGINEERS ARCHITECTS PLANNERS LAND SURVEyonS 1001 MA71SON AVENUE TOLEDO. OHIO a3624 TELEX. 25-6064 TEL. 419-255-3a30 .06 TITLE I �J 1 ORAw^NG TIT'.. _ ;ost�N AND SEEDIM-17N': C^• 'IT ROL Di`TAA! LS I -T n 1117 ; DF L CRA )ERG C - E a.l 0Iw F O W p N II J 0 4 8 1216 "" Hiiiiiiiiiii 32 48 0 2 4 6 8 16 I I ITI i i I 1 1 1 l _� 24 0 1 2 4 6 8 10 l2 1 1 1 I 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 0 1 fl�ITTTTI II 2 3 4 0 l 1 I 1 2 3 0 1 1 U �u I�'U v vs. =1'-0 1. 44•=1'4 %,=I o X' 1•=1'-0 1�'-1 0 1•=20' 1'=30' 1'=40• •1 . _ 1 NORTH V T PLANT, 0 60 120 '' • 1 / 189 1•=60' GRAPHIC SC 1 / r! 1 \ 1 \ I \ I \ l i\ \ � \ \ 1 o . /1 Z /4 9Z r/f�5' %ANA',fEiy0V4L O 1 1- BID/F-Ea»IT co NsrylcTlola NO. DATE SUBJECT REVISION OR ISSUE ORAwN�� A- V. ` CHECKED 'I ✓ ' '■ DESIGNED PROJ--GR d. LINGNELL —az�a,ts�tw:: v.,sh "- `1 s, • ......... 1As [, as:i �:, �,•a,: s,f mot, �, ��): ,vs[=:= Lm :: �.: ._.._.._.._ Ls' 00... SE ~ ------------------ - - - -- ----L------------- v ------ ------ ---•Q------------ ---------------- �- 1-------------t ---- v-` v -- - - i �- / �ti-/ tiJ `.'`� . . ENGINEERS INC. ENGINEERS ARCHITECTS PLANNERS LAND SURVEYORS 1001 MADISON AVENUE TOLEDO. OHIO 43524 722 �_ (Ml Il ZOI�1I f� �i �— I;XIhTIt ll� Wxrl;,V AP,A &Al, l �,,Oi'� T r ■ ■ - ■ ■ � ■ ■ � ■ • - ■ ■ - ■ ■ - ■ ■ ■ • � ■ ' - ■ ■ - ■ • ■ ■ - ■ ■ ■ - ■ ■ FAX. 419-233-15101 TEL. 419-233-SE30 L tQe- (b GV, L1-nLIZ�t7 Ay LAIjv/,,!Ar JOB TITLE DRAWING TITLE SCALE. 1'-0 l.f't HER.�HEY PASTA .GROUP c-ATV'a�Y C SoMr-TH ` PROJECT HARVEST SITE LANDSCAPE PLAN riw KIw:n"" Food. Co porouon 540 PARK CENTER DRIVE FT. COLLIER INDUSTRIAL PARK g 1 1 1 7 3 AI5'V'a.d. 5««t5o''"`' WINCHESTER, VIRGINIA NUMBEA P.O. Be. '525A ALEXANDER Ha t.o.y• ]103-1323 ORTE Lo-� 5TY1TE0 Cmvvctr+/CuwvVctim FA%. ]{]-231-9000 OR.. I NO DATE CONPLETEO NUMBER I PLOT 03-DEC-1991 /usr/dgn/1113ld01.3d 0 4 8 12 16 32 48 0 2 4 6 8 16 1 I I I I I I I I 1TTTTTT� ys•=1.-0 %.=1'-0 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 b 1 8 0 1 2 3 4 5 6 0 1 2 3 4 u l L 11111 1 1 1 I I 1 1 1 1_ I-J 1 1 I I I 1 1 I 1 1 LII I I11111111 I 1 S I T-I"� T �� II IIIIIIIIIII �--�j 44'=1'-0 �,'=1'-0 i�'=1'-0- �4'=1'-0 l'=1' 0 u , 1 I�� 1%'=l'-0 U, „ Lu c'V V II LV JV ' L I I I u� IV V .V �V .V �V uV 1LV 1 I I I Z V=20• 1'=30' 1'=40' PLANT* LIST w Rt7' I vmw is kt i.1 mt;& COMMA tJAM� 61 zk:_� / Fir GOMM�i 7�� - t3 �r� RJJM+ A tt r­t�t7 cx /,t fo ap ¢ GAATP, --' IV at. /;,?J, 6l�iwi � sT�M {' P -1 M41,5 a AKIOA 4 ! 1-UQM1-r n r:,7UMMr r Awl } 2 mt. I r," Gj� Co z d-4 61A -S. Ili Mlh I IV"A1- ° lvfv-F , }"YL,OLUc,T 2 CAL ! t5�$ �G -T ryr-1-Ih ab, .L�ANA II t' '-n ° lam# CAU_ ' f'I:AK f' dat-. ! G�Fs Upr,d,VM !�tz� Aiv �► Ar fb "r— rLATANoIVw_S II C1.:V"Qv KlO WAY Ir(WrLt 2 GN-• / 1,¢g woror--M BIZ(; Aor r° I0. r16M� FJ�WA`( 14-T. / Of e, I-q rM to r-rLv-tLA #r G1 i1T /t3 i to to V_.uo►.IYMUh ,ALA- & I' WMrVA jam" Vw ut�N11� Is�N lam° / �fi� 11u -,I duoltq� 'IWIL;pOjl, rL1J�_- lell,;;� Ju►Jlrt_­�_ /Pl030%_T. vp voor JUM rUAA-NM-ToMF_Nzv-A3M "MAX�thS►° /Dew t°;, 14 rl e-_� 1-tT• /; 4 L5, I . rLAG1 rX6 Ab L I7T plTm �I�IItiN�t� I •"1 ,'. � , GIQRI� TH I I j ! I %o►JGtZG Tfi i _� i �UIJt7Kf101� 11 'IN. �DU,JpATIOnJ 24u NOTEs `�. I. �1rp�K To �gt�tt� ��u�ICa7fotJ� � ��v � uf•l►M�r%b •ro��o11 _ - , ,•- i :I roK pLA} tT11J G1 ;vtQ 11✓R1a1.s A1.ln ArAz., W lTN W j't✓� l M� �C K4lTD1Jh. G. NA! l� i7►!q MTh N- �' C. LAIJl75CAi't COni7KA47DK SNAIL plPW AD�ucr 2 I E YAC.T }L,A�- ►OATIo Kh Wrru U WV z-- - I No> >✓ : _ �.,fpU1Jp uTluTt�� . �. MuLCN loW -rK.p My FL �C11.1� -.` .I �t7tA�f10 h �I CATID(c17D UI�1t TIdJ i I I WILT. b�ult'� IF 6011�1: Wl-rH � " VPTN'• of �t G t7 +. �.... t: I Nld'pWG4v wIuL-�� 4. ��►r.1ATt Pt-Antn►•14 o�-�AT� wl� ���I►1la . apI~�tTlor.Js. - - �I - - - - - - - _--. .. / 1 I • j 7 I I•� 1� T . I .. T_., '...T C"iYra4d-) \\\\ 1 T [ TT t , M1109 f�w etzv t , l+1 PM I - - I =, - P ft� (�') i+ i � � !�t GRID NORTH + ¢ I -- ---- PLANT :•.: _ 0 10 20 30 60 90 _ _ - .� 1'=30' GRAPHIC SCALE 'it�k I I G1 AK PY Ate , � —I�lorcAT i wjW4,:otZoljKv 11(1Lrrr- �+ + + i 1 3 'L + '' C"I` ) `�- k;.% - -\ l GA•l. __► _L --- — - -- ----- ------ ----- l_-_ -_--►- - �y� s-- -------- ----------------------i---r- .L-- ---------------- -- -L-- -��- - -- ------------- -- -- '� _ _ _ PM------------ _ � C O I-13'9'L BID/ peP AIT Cb NSTtoGT1o,4 • I ( - / �'�•- No. OATE SUBJECT ��• ' � REVISION Ow ISSUE - ORA— •. ..- _------------ . ..... e CHECKED K .r �� `'-' 1.0� f 17S �� PRDJ.4GR J.LIN6N _ i tip RCFII'fi.�RR SE i /^V-��' SSOE• INC. r`_ J ENGINE ERS _,__,__ •_•_ ^_• S ARCHITECTS PLANNER$ LAND SURVEYORS .---"-- —+ ..............- 001 4A0[SON AVENUE TOL 2 I {O ♦36 ♦ ---- � ` FAX. 419-255-5101 TE- 5+N30 /[[ JOB TITLE ORAw ING TITLE SCALE. 1'-O C HERSHEY PASTA GROUP PROJECT HARVEST ENLARGED LANDSCAPE PLAN 100 O.e1TLL . PIR, NTREt, w;NY.r�rAMl• IA11Mb X4F 540 PARK CENTER DRIVE AND PLANT LIST. 1 r slry Foods c•OrperoucO FT. COLLIER INOUSTRIA'. PARK g 1 1 1 7 3 it N.B. .L.v 2S t5m. Ic. W.t�CHF_STER VIRGINIA PROJECT !1! vwgw• Strwt IU40ER P.O. Bo. 1575 r ALEXANDER wrr' PA. v1o5-uzs _ TE 711-0Sa-1000 DATE STARTED ORAwING �_� Cenerw:c �AVCawcrVctle. F1t. 717-2l1-9000 DATE LONPLETEO NUYO . PLOT 03-DEC-1991 /Usr/dgn/1173c37.3d 0 4 8 1216 32 48 �•=1'-0 0 2 4 6 8 16 24 0 1 2 4 6 8 10 12 0 1 2 3 4 5 6 7 8 0 1 2 44 5 5 0 1 2 3 4 0 1 2 3 0 1 2 0 5 10 15 20 40 60 lT i 1 i i i i i I 1 i i, I I I I I I I I I I 11i i i i i i i i i i i I i .' i i i i i t IITTTI— *i iT e; iH HH H, I I l i 4 i i i I I %.=1.-0 y4'=I'-0 %,=I'-o '=l' 0 %1'-0 1'=I'-0 I%•=1'-0 1'=20' 0 10 20 30 . ov 90 0 10 20 30 40 80 1'=30' 1'=40' 120 i 2 �• 2'PVC FOR SIGNAL AND TELEPHONE 4-PVC FOR POWER = • ►2 REBAR 1 TYP ICAO SECTION I N.T.S E FIty151a G�aoE ilk �3' PVYPIC ITCAL) TO TERMING SECTION 2 __ N.T.S E-2 PROVIDE MINIMUM OF 2' VC TO IN& POLE 02 / I / I I I i I I I I I I I I � I I I I I I I I � I N L I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I � I I I I I I I I I I I - NOTE R7- f --------' I ' I I I I I I I 208 & KBGND- I%2'C I � rt_.I I ' I' ,I i I I I �\ FOR CONTINUATION C` SEE DWG.#E-20 FOI j (TYP. OF 2) SE Lj 306 & 96GND.-I%2'C • j TO LPPACK-31,33,351 I 1 I VIA CONTACTOR I 1 (SEE DWG.9E-21) 1 I I 1 15.11III I I I I III I EXTEND 5'-d AND CAP �Ih.D\ Ali � D23IEXTEND 5'-0 AND CAPE l 1 11 I-�F--'------ —T- iw.2 ®PIV ed .--_ _-------------------1z_---T --_--- -____ -------------------- ------ �_-_-_-_� ��- . -- - -- --- _------ - - - - -- ---1------6 �� --- NOTE P3 ` I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 19— r 19 ` r - — - - - - - - - - - - - - - - �218 & ►BGND l/2'C 208 & R8GN0-t%2'C I NOTES: 1. REFER TO GENERAL NOTES ON ONGA-1. 2. PROVIDE CONCRETE BASE FOR LIGHT FIXTURE 10-0 IN FRONT OF SIGN PROVIDED & INSTALLED BY OWNER, VERIFY EXACT LOCATION WITH OWNER BEFORE CONSTRUCTION. 3. PROVIDE 2 GUAROPOSTS 1'-6 IN FRONT OF TYPE 'X' LIGHTING FIXTURES. SEE GUARD POST DETAIL ON DWG.RC-45. {} L-4 , 4. REFER TO ONG.sE-24 FOR SITE LIGHTING CONTROL MIRING DIAGRAM. 5. PROVIDE TYPE 'N' LUMINAIRES KITH REFLECTOR FOR LONG FORWARD THROW LIGHT DISTRIBUTION. \ - - _ - _ _ 6. LOCATE TYPE 'Z-I' FIXTURE 5'-0 IN FRONT OF FLAGPOLE. \ VERIFY EXACT LOCATION OF FLAGPOLE BEFORE CONSTRUCTION. II , 7. PROVIDE AND INSTALL 36'-0 WOOD POLE (6'-0 BELOW \ 1 GRADE) WITH POLE MOUNTED 250 MATT FPS FLOODLIGHT WITH FUSED 480V HPF BALLAST AND PHOTCELL CONTROL. II GE P-154 POWERFL000. 11 \ \ - - - - - - ------- - - --- = \ .\ 1 SIGN v v NOTE I2V. \ \ \ \ 1 1 1 I � p •\ - jI I { 1 yE rl - PIV 07 _ � I i'C I PIV /6 r l 1 p P F PIV A56'♦ i METERING POLE BY POTOMAC E015ON TERMINAL POLE I •%`;.•.,+' j `2-4'C FOR TELEPHONE \\\ NOTE 07— NOTE #7 �j \ —2N10 & BIOGND-3/4'C TO LPPACK-32,34 R CONTINUATION E DMG.#E-9&E-17 I MANUFACTURING SANITARY METER IN FACILITY MANHOLE (PRP2 23) �� 'C 2012 & 012GN)-I'C ��TO PRPI-29 FOR CONTINUATION ;I METERINGMASNOLE ' SEE DWG.#E-15 408 & OBGNO.-I%2'C TO \ FOR CONTINUATION ONTINUATION LPPRO-15,17,19 VIA CONTACTOR / F 2010 & RIOGNO.-1•C i� SEE DWG. E-19 ' WIG.#E-16 (SEE ONG.9E 9) TO LPPRO-21 VIA (TYP. OF 2) CONTACTOR (SEE DWG 4E-9) I I 4 E-23 \ T w rv� r 1 6 i NOTE #6 TI T j- E-23 z:11 _ Io -'\\l Z� q l155JF0AvwiQ2�sC,UAr5uTP�U4LiaIUrNZL/-92 2012 & 0126NO-I'C 5 _r Hv l TO RPPACX2-29 ' I METERING MANHOLE I -I7PIV #3 PTV 02 - - - - - - - _--__-- / EXTEND 5'-0 AND CAP 2r8 & ►80ND.-I%2'C LPPRO-19 EXTEND 5'-0 AND CAP DRAWN CHECKED DESIGNED M.J.A. DEPT..GR. T.PAPADEMOS PRoj.moR. J.LINGNELL r PLOT 13-MAR-1992 /usr/dgn/91173e02.3d Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.