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HomeMy WebLinkAbout028-94 Kraft General Foods Addition - Stonewall - Backfiler� 4 1 E, 0 a 1 9 I N 0 MOFFET ZONED B-2 EXISTING CULVERT MOORES ZONED B-3 r PAPAMICHAEY ZONED B-3 � R.R. ROAD STA. 8+89.29 - R=1616.93' A=257.81 i ERMAN �( D M-1 Al PROJECT LOCUS SCAkLE: 1" = 2000' WINCHESTER QUAD USGS 7.5' SERIES DATED 1987 GREEN BAY PACKAGING ZONED M-1 NOTES: 1. FAR WITH PROPOSED BUILDINGS = 0.263 2. PROPOSED EXPANSION DOES NOT REQUIRE ADDITIONAL EMPLOYEE PARKING. THE ADDITIONS ARE STORAGE OR MECHANICAL SPACES THAT DO NOT REQUIRE ADDITIONAL EMPLOYEES. THE SITE HAS 207 EXISTING SPACES OF WHICH SEVEN (7) ARE HANDICAP SPACE`S. 3. DETENTION POND RELOCTED IN EQUAL 'VOLUME TO EXISTING EXISTING DRAINAGE AREA = 22,495 SF PROPOSED DRAINAGE AREA 18,18;0 SF 4. THE PROJECT LIES IN THE STONEWALL MAGISTERIAL DISTRICT 5. THE PROPERTY UTILITY AND DRAINAGE EASEMENTS ARE UNCHANGED FROM THE PREVIOUSLY APPROVED SITE PLAN. PROPERTY OWNER: ENGINEER: KRAFT GENERAL FOODS J. MARK KRCMARIK 220 PARK CENTER DRIVE THIE DENNIS ENGINEERING GROUP, INC WNICHESTER, VA 22603 1537 MAIN STREET SP'RINGFIELD, MA 01103 (413) 787-1785 PLANT NORTH FINAL Si-1E PLAN Ap p ���`!ED Irry1`� -A APPROVED BY ZONING ADMINISTRATOR ka. AIX, 0 J. MARK KRUMAI• I ��. -A No. 02 350-1 na THE DENNIS GROUP, INC. PLANNING o ENGINEERING CONSTRUCTION MANAGEMENT 1537 MAIN STREET TEL. 413-787-1785 ;PRINGFIELD. MA 01103 FAY A t l _7A7_ 1 7AA 12'30" 1342 w z n 101 N 1 Lm 0 ck- cn WINCHESTER PLANT ENGINEERING SCALE t" = 50' DATE -- DATE -- GF BAKERY COMPANIES CIVIL OVERALL SITE PLAN DRAWN BY ccc 10/17/9 APPROVED BY GENERAL FOODS USA WINCHESTER, VIRGINIA GENERAL GENERAL CAD) BY JMK JMK ]APPROVED BY ISSUE DATE REVISIONS DR. CH. APP. SSUE DATE REVISIONS DR. CH. APP. FOODS WINCHESTER VA. 22603 FOODS o NO. BY BY BY NO. BY BY BY USA USA CHECKED BY JMK o/� /9a APPROVED BY o IMPORTANT THIS DRAWING IS THE PROPERTY OF KRAFT GENERAL FOODS AND MUST BE RETURNED. THE INFORMATION HEREON IS CONFIDENTIAL AND MAY NOT BE USED AND THE DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS SPECIFICALLY FURNISHED. DO NOT SCALE THIS DRAWING —USE DIMENSIONS ONLY 94-019B ZOO N 3 UY N 14 I ITB i _ 1 I 2 20.00' fl.00' 2 3 4 5 7 3 9 54 LF 4e STORM RCP S - 0.005 0 0 INV 684.00 O 0) 00 rl (D to � � tr) (D n 00 rn C7 00 00 rb 00 rb 00 00 00 00 00 00 00 (o (0 (D (0 (D (0 (D (D (o (o (D (D (D L MANH(OLE SANITARY/STORM -� - FLARE • CATCHY BASIN/ STORM DRAIN CB GATE VALVE � Q YARD LIGHT 10 GV /� 0 0 - /, - STORM LINE L`a o xxx EXISTING CONTOUR - - FIRE LINE g -�« POPO(.SED CONTOUR c _J SANITARY LINE N N... POST INDICATOR VALVE a - - �- SILTATION FENCE PIV WITH BOLLARDS HYD FIRE (HYDRANT VCP VITRIFIIED CLAY PIPE RCP REINFiORCED CONCRETE PIPE PVC POLY VINYL CHLORIDE PIPE DS DOWN SPOUT 1 NOTES: cn JV) o ° 2 1. WATER, SEWER, AND FIRE MAINS SHALL BE CONSTRUCTED IN ACCORDANCE I 8" GV I HYD fi83 WITH THESE: PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS 6"GV O i 14 LF 10" STM PVC OF THE FREDERICK COUNTY SANITATION AUTHORITY. 1 DS 10" PVC (REM) DS 10" PVC (REM) STM MH8 RAISE TOP TO 690.00 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION, 4' PROVIDE BOLTED & BOLTED LID I 1 ZS DdpS TOP 686.50 TOP 686.50 I s STM MH 1 (REL) SAN MH 1 BY THE AUITHORITY. <P S REMOVE EX DS TO BELOW J - _ _ _ _ _ GRADE LINE AND PLUG EX DRAIN (2) DS 10" PVC (REM) TOP 685.90 TOP 685.85 f NW INV 680.57 N INV 680.52 1 10.00 REMOVE EX BOLLARDS DS 10" PVC (EX) TOP 686.50 S INV 680.31 S INV 680.31 DS 10" PVC DS 10" PVC DS 10" PVC INV 683.05 1 E INV 680.57 E INV 680.31 TOP 686.50 TOP 686.50 TOP 686.50 _. RAISE HUB TO 690.50 W INV 681.B5 i Am IL [ - - -- - - - 14 L 10 STM PVC � � �-' 4" SAN � _ . �, - --- _ __ r}' I I STM MH 8 REMOVE EX STAIR �- 10'^STM„pVC 1 �.. TOP �690 00 � 10" STM PVC - i _15° STM RCP S=0.006 I; N INV 682.11 10" STM PVC T. _ -- --- tn I E INV 682.11 II I a STM MH 5 I W INV 681.90 6" SAN PVC _ TOP 687.50 CB (REL �B I [ N INV 681.17 1 m I _�7 -12" STM VCP (REM) - J1_ " 1�C STM PVC (REM TO MH3) I S !PJV 681.00 1 - - - - 10" STM PVC - - - - - - - - - - - 8" STM PVC- - - - - - ( STM MH I I I E INV 681.04 I CB(REM) INV. 682.00 INV. 682.26 I I REMOVE NEW STM MH 3 OP 685.80 12Z_STM PVC (REM) (2) DS 10" PVC REMOVE PVC J / INV. 682.88 TOP 685.80 TOP 686.50 INV. 682.81 I 1 ❑ INV. 68�20 INV 684.00 RELOCATE 1 1 [ / 1 INTERSECTION DUMPSTER PADS j OIL/WATER SEPERATOR 68 LF 10" STM PVC / T.O.P. 12.70 PER PIPE BTM 682.70 UPPER PIPE FILL 686 NEW STM MH 2 �CUTLI I EDGE OF CONCRETE 686 1 EXISTING PROPOSED ADDITION __-- -- TnP85.9n - -- POND NE INV. 680.35 r _._ FINISH FLOOR ELEVATION. 690 00 � I � ° W INV. 681.00 4>� [ 1 1 686.00 NW INV. 682.50 0� / INTERSECTION RAMP I INV. 681.00 I I 1 DOCK OF 60' TRUCK PARKING AREA L' T.O.P. 681.47 OF 12" SAN UP I 682 HYD RELOCATE) ® BTM 682.43 0 12" STM a 1 bi CONCRETE SURFACE F v LL 1 /❑ ❑ Z n n 685 F a Z N bo LL N / ¢ �� -All LINE & (n ¢ EDGE OF CONCRETE .I 685 ( �. 1 1 RELOCATED 1 (2) 8" RISERS ❑ OIL SEPARATOR .. . j 21 LF 12" STM PVC I TOP 684.50 I 1 SEE 700 FOR S=0.0238 N INV 682.00 r., EX PIV (REMOVE) CONTINUATION SW INV 682.00 z DS 10" PVC LEAVE EX VALVE IN O I I `; IN PLACE; PLUG END Ln I SE INV 681.94 TOP 686.50 (N f ` � WITH MJ PLUG AND M 16.58' 684 I a8 LF 12" STM PVC S=0.0247, I THRUST BLOCK CB (RELOCATED) I I 8" ASPHALT i o TOP 683.80 CURB; TOP ' 1 / INV 682.50 ( ELEV TO VARY -� SETBACK UNE •_•'- _ ROL EXISTING TEE 00 00 - - 10" F -�_ _•• Cxk - - .. .... ... .... _... [ 1a 10" F % 46 LF 8" FIRE DIP I - 10' GV T6 O INV 881.34 /, 73 LF 8' FIRE DIP 10" GV j j j , I; PIV PIV rl ' a rz LIGHT POLE n METERING/SAN MH 2 & BASE TO BE N NPONDHYD SAN MH W/3" ♦ � �` v' �' REMOVED BY N NO OUTLET; EQUAL IN PARSHALL FLUME `� 25 LF FIRE MAIN IN I . ELEC CONTR. o C VOLUME TO EXISTING POND -680 1 .p, CONCRETE ENCASEMENT o 5D o ( o TOP 683.50 �--6815 SLOPE NV. 681.00 INV. 677.21 1 X _ 1:2 (TYP) LI m _ o I I _ 683 1 p o o SILTATION FENCE : �.. - - --r` .. .....__ _ 682 p EIRHER PVC HAYBALES FENCE 24' STM RCP 681 o RIP RAP OR 680 - 0 o cn -i L` p w > P COUNTY REGULATIONS STM MH 4 FLARE END l ; _ I o w INV 681.10 TOP 685.50 I _ (TYPICAL) 679 I . N ¢ 681 INV. 680.40 I _ _ - INV. 679.20 1 _......_ _ 680 1 685 - 681 l 1 6" GV _ 682 I Ii 683 • r>' �._ ��. • • �r r �� � rrr� r � � r� rr �� _ . � rr� � r �� _ .� �� �__ �� � r� r �� f� �� � � � � � � � � � � � � � � � 1 ►' � /`� RELOCATED HYDRANT _ _ 684 , - _. - - EDGE OF SHOULDER EDGE OF PAVEMENT ri SAN MH 3 INV. 676.05 I � r 9 rr \�� 9 FE 0� i r rr rr r I �c; 0 J. MARK KRUARIK 5 No.025591 ► CJJ WINCHESTER PLANT ENGINEERING Q SCALE 1:2 DATE DA' DRAWN BY JMK 10/28/94 APPROVED BY GENERAL GENERAL FOODS USA GENERAL CAD BY APPROVED BY IE DATE REVISIONS OR. CH. APP. SSUE DATE REVISIONS DR. CH. APP. FOODS WINCHESTER VA. 22603 FOODS CHECKED BY APPROVED BY BY BY BY NO. BY BY BY USA USA IIPOWANT THIS DRAWING IS THE PROPERTY OF KRAFT GENERAL FOODS AND MUST BE RETURNED. THE INFORMATION HEREON IS CONFIDENTIAL AND MAY NOT BE USED AND THE DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS SPECIFICALLY FURNISHED. DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY s.,'" WEST &ROOKE ROAD APPROVED BY ZONING ADMINISTRATOR SIGNED DATE GF BAKING COMPANIES WINCHESTER, VIRGINIA THE DENNIS GROUP, INC. PLANNING o ENGINEERING CONSTRUCTION MANAGEMENT 1537 MAIN STREET TEL 413-787-1785 SPRINGFlELD. MA 01103 FSY Al _l_7A7_»AA CIVIL PARTIAL SITE PLAN Z002 ® _ _ AN ift 11 I 2 PAVED AREAS ` NON PAVED AREAS PROPOSED PAVEMENT SUBBASE PER BLDG SPECS PER ROAD SPECS 6" TOPSOIL EXISTING OR PROPOSED GRADE _ EXCAVATED MATERIAL COMPACTED TO 85% OF MAXIMUM DENSITY ra Io TRENCH PAVED AREAS PROPOSED PAVEMENT DETAIL NOT I PROVIDE ADDITIONAL EXCAVATION FOR PIPEBELL; PIPE BARREL TO BEAR DIRECTLY ON UNDISTURBED SOIL - PRESSURE PIPE TO SCALE ` NON PAVED AREAS SUBBASE PER BLDG SPECS I 6" TOPSOIL i EXISTING OR PROPOSED GRADE O O O •o O O 0 0' - o '. EXCAVATED MATERIAL COMPACTED TO 85% OF MAXIMUM DENSITY EXCAVATED MATERIAL COMPACTED TO 95% OF MAXIMUM DENSITY w o' o COARSE SAND I 35% TO 100% PASSING #4 NO MORE THAN 10% PASSING #200 a SAND EQUIVALENT SHALL BE GREATER THAN 30 I w o_ J I D 30" I MAX TRENCH DETAIL — GRAVITY PIPE NOT TO SCALE Q I d p ' I Q d il 30" MAX. TYPICAL CONCRETE ENCASEMENT PIPE TRENCH VARIES 3 q NOTE; 1. PRECAST CONCRETE CONES AND SECTION TO BE A.S.T.M. C-478 (LATEST REVISION) EXCEPT AS SHOWN. CONCRETE SHALL BE OF TYPE V CEMENT OR TYPE 2 WITH FLYASH ADDITIVE. 2. PIPE SIZE AND ELEVATIONS AS SHOWN ON PLANS. 3. SET ALL JOINTS AND FRAME IN MORTAR OF 1:2 CEMENT / SAND RATIO AND TRIM SMOOTH INSIDE. ASPHALT CAULKING DESIGNED FOR THE PURPOSE MAY BE USED. PAVED ARE/ 4. NO STEPS REQUIRED IF MANHOLE IS LESS THAN 5'-9" DEEP. 5. ALL PENETRATIONS TO HAVE MECHANICAL SEAL AS MANUFACTURED BY "KOR-N-SEAL" OR LINK SEAL BY THUNDERMINE 3000 PSI C MJ JOINT GROUT INSIDE MAN[ SHAFT I 1,2,3, OR 4 FOOT SECTION. USE MIN. NUMBER OF SECTION STEEL TROWEL FINISH TOP OF SHELF 1"/FT SLOPE INVERT ELEV SHALL BE EQUAL TO SPRING LINE SEE NOTES i! ELEVATION +0.10' OF THE DEEPER SEWER MAIN CONCRETE CORBEL SECTION "A —A' BLIND FLANGE ANCHOR ROD, SAME DIA- AS BOLT; USE T304 ANSI B18.2.1 -60K PIPE SLEEVE TO BE SCH 40 —/ A-53 STEEL PIPE TWO SIZES LARGER THAN RISER; FILL SPACE WITH BUTYL CHALK 8" DI FIRE RISER FLANGED BY MJ 910 ELBOW •a v d d REUSE EXCAVATED MATERIAL; PLACE AND COMPACT TO THE REQUIREMENTS OF THE ORIGINAL INSTALLATION PER THE BUILDING SPECIFICATIONS CONCRETE ENCASEMENT USE 3000 PSI CONCRETE WITH 4" TO 6" SLUMP THRUST BLOCK SANITARY MANHOLE STORM DRAIN MANHOLE NOT TO SCALE MIN 2'-0" I 1 d d p ---------------------------------------- I I I I I 1 #4 ROLLED REBAR TYPICAL FIRE RISER DETAIL 6'-0" BIT. CONC. PAVE WEARING COURSE FINISH GRADE BINDER COURSE S 0PE 1/4' ® 1'-0" PER PLAN -III + + + + + + + + + + + I + + + + + + + + + + + + 8" COMPACTED BANK GRAVEL TYPICAL BITUMINOUS CONCRETE SIDEWALK SECTION o s i o -=) , ► � " : � • ALTERNATE TOP SLAB, REINFORCED TO MEET ' • H-20 LOADING EAS NOTE NO. 4 IHOLE STEPS IA APP'D ON RING REQUIRED .'ONCRETE 0_ bi 0 d 0 z a cn j * HEIGHT OF RISER SETIONS VARY FROM 1' TO 4', ROTATE HYDRANT AS REQUIRED FINISH GRADE UNDISTURBED EARTH 3000 PSI CONCRETE — BACKING AGAINST UNDISTURBED MATERIAL FRAME & GRATE BfRICKS MAY BE USED FOR GRADE ADJUSTMENTS. FRAME TO BE SET IN FULL BED OF MOTAR. DIAMETER . M IN. 0.12 SQ. IN. STEEL PER 8" MIN. VERTICLE FOOT, PLACED AfCCORDING TO AASHTO 4'-0" ±1" DIAMETER DESIGNATION M199 OUTSIDE OF PIPE + 2" CLEARANCE 1" CLEAR • PROVIDE W' OPENINGS V/ARIES DEPENDING 0 x OIN DIA. OF PIPE -F— 5" MIN. 1 Q . M SIEPARATOR TO BE 11 NEENAH R-3705 " OIR APPROVED EQUAL, NOTE: INSTALL SEPARATOR ® OUTLET PIPE ONLY PRECAST CONCRETE CATCH BASIN WITH GAS AND OIL SEPARATOR N.T.S. HYDRANTS TO BE CLOW AS PER FREDERICK COUNTY SPECS ADJUSTABLE VALVE BOX AND COVER GRAVEL BEDDING —� ALL PIPE JOINTS BELOW GRADE TO BE MECHANICAL JOINTS WITH UL/FM LISTED JOINT RESTRAINT SECTION — HYDRANT AND VALVE NOT TO SCALE WIDTH OF HEADWALL OR END OF SECTION +10' MECHANICAL JOINT SLEEVE, SCH 40 CARBON STEEL PIPE TWO SIZES LARGER THAN MAIN BY FOUNDATION CONTRACTOR B B SECTION B—B z WIDTH OF HEADWALL 0 A A OR END OF SECTION +1 I N 0 1'-0., FLARED END SECTION N OR HEAD WALL 1 VARIES TO FIT FIELD CONDITIONS FINISH GRADE FLOW SECTION A —A PLAN RIP RAP APRON AT PIPE ENDS NOT TO SCALE UNDISTURBED EARTH l/ ULV EARTH EARTH PLAN — TEE AND PLUG THRUST BLOCK SEE DETAIL E= PLAN — HORIZ. AND VERT. BEND T 1© 1� PIPE SIZE 90 BEND 45 BEND CAPS, PLUGS (in) (sq ft) (sq ft) Ts, HYDRANTS (sq ft) 4 2 2 2 1 6 5 3 4 8 8 5 6 UINDISTURBED 10 13 7 9 EARTH 12 18 10 13 14 25 14 18 TYPICAL SECTION 16 32 18 23 TEES, BENDS AND PLUGS AREA OF BEARING FACE ON THRUST BLOCK NFPA 24 8-6 GUIDELINES. DERIVED USING A WATER PRESSURE OF 225 PSI AND A SOIL BEARING PRESSURE OF 2000 PSF. A SAFETY FACTOR OF 1.5 IS USED. ADJUST ABOVE VALUE FOR SOIL TYPE AS REQUIRED (REFER TO NFPA 24 TABLE A-8-6.2.9J�. TYPICAL THRUST BLOCK DETAILS rn V J. MAPK K . MAR?K NO.02551 THE DENNIS GROUP, INC. PLANNING - ENGINEERING F Q WINCHESTER PLANT ENGINEERING Q SCALE = 1'-0" DATE D DRAWN BY 9/6/94 APPROVED BY GENERAL GENERAL FOODS USA GENERAL CAD BY JMK 9/7/94 APPROVED BY IE DATE REVISIONS DR. CH. APP. SSUE DATE REVISIONS DR. CH. APP. FOODS WINCHESTER VA. 22603 FOODS CHECKED BY BY BY BY N0. BY BY BY USA USA APPROVED BY IMPORTANT THIS DRAWING IS THE PROPERTY OF KRAFT GENERAL FOODS AND MUST BE RETURNED. THE INFORMATION HEREON IS CONFIDENTIAL AND MAY NOT BE USED AND THE DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS SPECIFICALLY FURNISHED. DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY CONSTRUCTION MANAGEMENT 1537 MAIN STREET TEL 413-787-1785 SPRINGFIELD MA 01103 0 GF BAKERY COMPANIES CIVIL SHEET 1 OF 2 WINCHESTER, VIRGINIA DETAILS 94-019B Z008 1= Ob F% 2 3 E r,u A I 1-4 IFy MOFFET ZONED B-2 EXISTING CULVERT MOORES ZONED B-3 PAPAMICHAEY ZONED B-3 R=1616.93' A=257.81 � R.R. ROAD STA. 8+89.29 - e LL ' DIKE' & FRUCTOSEtj CL NKSj CHILLER PAD RESIN t�ILO PAD I I ,4 ..-------' '-- - --------- --.._ _ ----- -- .. . ...................----------------------- ____"_,._.__._.... ____- _.__..._...",._.,-"-, .......,...."..."._... .._____..__..._ / 1 " 4 f-1 P l+ �'�i P� 1� RC r I f C,� STUB .._ . - - -- __ �..�._.___ � _..___,_ �....___�_ __.� _.. .. ,--- -- _-------- ................... .---------_... _ ..,.....,......,....�... .....,..,...:....,.,..............._...........,.,...._..,.,....,.__"...""Y._.__""......,.m.e.......�.i......."_.."...._....._ _.-.._.. 1 PV -� " C r I 3 di 1.. ZONED M-1Nul l � - 1 j I� U ir i6 u W j I llu u CAJ WINCHESTER PLANT ENGINEERING CAJ ,E g z° R,.►,�.v,Ar.s Rc✓�cJ GENERAL DS- GENERAL FOODS USA GENERAL DATE REVISIONS DS am mmmmw� Y' DATE REVISIONS Y' BY' GSA WINCHESTER, VA. 22603 USA 1OKWANT THIS DRAWING IS THE PROPERTY OF KRAFT GENERAL FOODS AND MUST BE RETURNED. THE INFORMATION HEREON IS CONFIDENTIAL AND MAY NOT BE USED AND THE DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS SPECIFICALLY FURNISHED. ZUCKERMAN ZONED M-1 i 1 1:. 1 1 N �I 0 0 D V n SCALE 1" - 50' DATE I DATE DRAWN BY CCC APPROVED BY CAD BY APPROVED BY CHECKED BY APPROVED BY DO NOT SCALE THIS DRAWING —USE DIMENSIONS ONLY ZONED M-1 PLANT NORTH Fr-E.IDE ' ► K l � Y' SA ITA IO AU'l HORIT Y c PROVE ept­0% E; 0A € CaTE®C.,_"E,,(,'T AilD Q, - F�t¢ .O E3Y NOTES: 1, FAR WITH PROPOSED BUILDINGS - 0.253 1� 2, PROPOSED EXPANSION DOES NOT REQUIRE ADDITIONAL EMPLOYEE PARKING 3, DETENTION POND RELOCTED IN EQUAL VOLUME TO EXISTING EXISTING DRAIINAGE AREA = 22,495 SF PROPOSED DRAINAGE AREA 19,502 SF ti PROEEn Q,WNER• KRAFT GENERAL FOODS 220 PARK CENTER DRNE WNICHESTER, VA 22603 ENIGN!` FR, J. MARK KRCMARIK THE DENNIS ENGINEERING GROUP, INC '1537 MAIN STREET SPRINGFIELD. MA 01103 (;413) 787-1785 APPROVED BY ZONING ADMINISTRATOR SIGNED DATE GF BAKERY COMPANIES WINCHESTER, VIRGINIA THE DENNIS GROUP, INC. PLANNING • ENGINEERING CONSTRUCTION MANAGEMENT 1537 MAIN STREET TEL 413-787-1 T85 CIVIL OVERALL SITE PLAN 94-019B Z001 I (14 or- 10 �LO(0 P 4 5 5 7 8 O Q 1-3 Lo I L� - ' r 1 I IL � I I I I I I I ' SET BACK TB 10 STA 27+85 W I NEW STM MH 6 TOP OF SLAB 690.00 TOP OF FOOTER 688.00 �^( 15' STM PVC 21" DIA SCH 40 STEEL CASING T CL OF TO EXTEND 6' EITHER SIDE OF WALL CENTERLINE INVERT A WALL 68 USE PLASTIC CARRIERS TO SUPPORT 15" PIPE IN SLEEVE SECTION AT FOUNDATION WALL 11 t' o� J N -SEE SECTION ABOVE NEW STM MH 7 /V N INV 001,;X -- S INV 681.28 TOP 690.00 E INV 681.28 N INV 682.68 129 LF 15" STM PVC S=0.0081 SE INV 682 87 STM MH 1 (REM) LEGEND MANHOLE SANITARY/STORM CATCH BASIN/STORM DRAIN CB 4 YARD LIGHT xXX EXISTING CONTOUR -x POPOSED CONTOUR ` ' POST INDICATOR VALVE pIV WIITH BOLLARDS FIIRE HYDRANT HYD VCP VI-TRIFIED CLAY PIPE RCP REINFORCED CONCRETE PIPE PVC POLY VINYL CHLORIDE PIPE DS DOWN SPOUT DS 1IT PVC DS 10" PVC TOP 686.50 TOP 686.50 10 STM PVC STM MH I I, I I I I C l RAMP a UP 685 N N i z ro Q !' ■� I Z 1 NSAWCUT LINE & coE GE OF CONCRETE U. I , a ......-...._ . _.. ...._. .-_ __ __...._ .-,..,. _., __.._._____,�._._________ __... , . _ __ _ _________ _ ___ _____._._ ,_.__.__. _.._._.,_ i . _ 685 1 't... _... ..... _.. ( RELOCATED 1 2 8" RISERS OIL SEPARATOR / I DS 10" PVC ( ) 21 LF 12 STM PVC TOP 684.50 u� I I SEE FP1.0 FOR (REMOVE EX PIV (REMOS=0.0238 N INV 682.00 Z i r TOP 686.50 CO TINUATION SW INV 682.00 I o LEAVE EX VALVE IN v SE INV 681.94 < i j n IN PLACE; PLUG END C> WITH MJ PLUG AND I 684 38 LF 12" STM PVC S=0.02471 l THRUST BLOCK 20, CB RELOCATED I 8" ASPHALT ' J CURB; TOP i ! TOP 68' 1 INV 682.50 ELEV TO VARY 1 I --- 4 01_ EXISTING TEE of ib 10" F - - - -- ° i _ 10" F (- --- -•-- -- •....._... ii ....._- ........... ... __ _ ---------_ .... .._. _ _----------- - ............ - " - - 1 . 7_7-� GV� - PIV N �O 73 LF 8" FIRE DIP 10 GV >' v a. f I g LIGHT POLE a METERING/SAN MH 2 HYD l: SAN MH WIS' [ F- &BAL BE 1 PARSHALL FLUME 25 LF FIRE MAIN IN v' REMOVY C (NO OUTLET; EQUAL IN _680e jCONCRETE ENCASEMENT o 10 o o ELEC R. N VOLUME TO EXISTING POND) 1 TOP 683.50 711 SLl, PE INV. 681.00 1 INV. 677.21 _,. FCSA CONSTRUCTION NOTES ' - i i - _ I. Water 683 682 .._-_--_-_- -----------. i 24' STM RCP ....... ... _. -. -_ All 1 rand sewer lines; are to be constructed in accordance with these plan 680-•- ----- _ - --- -.... all additionally meet[ all requirements of the Frederick County Sanitation Authority. a STM MH 4 r. .. _.. - 679 The contractor shall ccoordinate; with, and arrange for inspection by, the Authori TOP 685.50 ....,.,,... ty. or . -------------- INV.. INV. 679.20 1 2 .. 680.40 r and sewer services on new lines are to coordinated with e If ., ,._. _.., be rd ted th th } i l 680 Authority's inspector. I oca ions o water ' _,_ _. A my s } -- [ _------ ,. _-_ _. _ , - _ � �_.... _. � e nit ,. 685 _. 681 ! - n Authority shall install all water and sewer services that connect to existing point lateral are to be lines The location off the tap and the termination of th 1 ; _._._._. w................. _..,_.. _ _._.......,..,,....._. 1.._--- coordinated with e Authority's assistantengineer. 8 f h the fA th r 6"GV ----------------- 682___-.._,....._.,. - 11 5. Ile Sanitation Authority shall tap all existing water lines. They will furnish the materials 683 for an make the p The contractor must make application f f h a l• or and pay the cost o this n tap. ' -'"",_ �..`"., • • • • • • • '� -�.._ ■..,_ ■ • ; � ■ � ■ � ■ � • � • � • � ■ • .+ i �� • Work. 6. The contractor ......._ , _ r shall - tie� in a new, line to an existing manhole by core drilling the manhole. ................_____;___.,,w.684 7. A double check valve backflow, vention assembly is to be installed on any line (fire or ................___ t"W,_...,.....,..._.......-,._______.__ RELOCATED o / HYDRANT SAN MH 3 i N INV. 676.05 domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 or EDGE of SHOULDER _ 1013. If the assembly is mounted inside a building, a remote readout is required. S. The Sanitation Authority maintenance department is responsible for the installation of EDGE OF PAVEMET -.-_.-, - water meters, Before aI permanent meter is set, the require; 1 the ------ - .frame Yand cover to __-__,.______________________________________ _ be properly aligned witlh its meter box and yoke bar; 2) the frame and cover to be set to z the final grade of the 1©t; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 iinches; and 4 all components of the meter box assembly to be in wproper working order. is the eleveloper'sJcontractor'aresponsibility to have the meter x asse - - - _ __; - - - ---- - - - - - --- _ -- - Q y Installedcorrectly. a STA 32+30 M ._,._, ._ __..,-,_._.. _.................... _.__ .-_. _ -_.. .......................... .-. , ... ____....-. __------ --- w...,.._ „ _,_.., ,.------- ............. ..... ...... ...M FLARE GATE VALVE 10" GV - - - - STORM LINE - - FIRE LINE SANITARY LINE �- - - SILTATION FENCE i� I ' j 'I I MH 5 1 F 687.50 INV! 681.17 1 1 INV; 681.00 ! INV j 681.04 ' 1 f I I }t 1 t i! ( 1 1 1 I 1 1 jt TOP 685.90 N INV 681.00 CONNECT TO EXISTING 10" PLUMBING DRAWING 10" PVC STM W INV 682.32 I SAN MH 1 9419-504 TOP 685.85 - ABANDON -IN -PLACE (2) DS 10" PVC (REW, PLUG SOUTH INVERT DS 10" PVC (REM) TOP 686.50 S INV 680.31 DS 10" PVC VC (REM)Z E INV 680.31 TOP 686.50 TOP 686.50 O 10 P50 W INV 681.85 TOP 686. PROVIDE PLUG - 4" SAN - ON 15" STUB STM MH 8 (REM) I 1cf' STM PVC CONCRETE ENCASEMENT AFTER 5TM REMOVED (REM) TOP 685.90 �I SEE TRENCH DETAIL 15 . STM RCP REM N-M-682 I l; - � --- ---- - ----- --�- E INV 68.2.11 INV. 682.00 CB REL W INV 681.90 12" STM PVC _ I 6" SAN PVC REMOVE v n 12" STM VCP (REM) 10 STM PVC (REMOVE `:C MH3 8" STM PVC I INV. 682.26 (2) DS 10" PVCB(REM) , STM ?VC CB ! TOP 686.50 SEE 9419 -507 NEW STM MH 3 TOP 685.80 12" STM PVC (REM) INV 684.00 / INV. 682.88 - TOP 685.80 w - -- „� '' INV. 682.81 � INV. 682.20 - -" 78 LF 12" STM PVC RELOCATE OIL/WATER 686 T.O.P.INTERSECTION 680.80 LOWER PIPE DUMPSTER ,ADS SEPERATOR NEW STM MH 2 j TOP 685.90 / ;' BTM 682.70 UPPER PIPE h' FILL j NE INV. 680.�5 SAW ( i r EXISTING `I PROPOSED ADDITION W ,NV. 681.00 / �CUTLI I EDGE OF CONCRETE 686 POND i I NW INV. 68 .5035 j I FINISH FLOOR ELEVATION: 690.00 I 72.00' - 686.00 iio INTERSECTION 00 72' TRUCK PARKING AREAt81 BASE FINV t CONCRETE SURFACE T.O.P. 681.47 OF 12" SAN HYD RELOCATE DOCK ® BTM 682 43 0 12" STM r0j WINCHESTER PLANT' ENGINEERINGCSCALE 1:20 DATE DR• DRAWN BY JMK 8/30/94 APPROVED BY GENERAL GENERAL GENERAL FOODS USA CAD BY APPROVED BY osr�4 taIATE REVISIONS LATE REVISIONS WME BY • BY • AeY' FOODS WINCHESTER, Wa . 22603 FOODS CHECKED BY APPROVED BY 1N!WTHIS QW#a 1$ TEE PROPERTY OF KRAFT GENERAL FOODS AND MUST BE RETURNED. THE INFORMATION HEREON IS CONFIDENTIAL AND MAY NOT BE USED AND THE DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE 01HER THAN THAT FOR WHICH IT WAS SPECIFICALLY FURNISHED. DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY APPROVED BY ZONING ADMINISTRATOIR SIGNED DATE GF BAKING COMPANIES WINCHESTER, VIRGINIA THE DENNIS GROUP, INC. PLANNING a ENGINEERING CONSTRUCTION MANAGEMENT 1537 MAIN STREET TEL. 413-787-1785 SPRINGFIELD, MA 01103 FAX 413-787-1786 CIVIL PARTIAL SITE PLAN z002 AN A A A A o A A 2 �3 4 5 r] 0 r, l c �GO�4e SPECIFICATIONS FOR R FIRE MAINS, VALVES AND FITTINGS D RATING SIZE MATERIAL JOINT SPECIFICATION FIRE MAINS — ABOVE SLAB 150 PSIG 3" AND LARGER DUCTILE IRON FLANGED CLASS 53 AWWA C-110, UL/FM LISTED CEMENT LINED 150 PSIG 2" AND SMALLER CARBON STEEL THREADED ASTM A-53 SEAMLESS GALVANIZED FITTINGS FIRE MAINS — ABOVE SLAB 150 PSIG 3" AND LARGER DUCTILE IRON FLANGED CLASS 250 AWWA C-110, CEMENT LINED, UL/FM LISTED CARBON STEEL FLANGED SCHEDULE 40, ASTM A-53, SEAMLESS, GRADE B VICTAULIC 150 PSIG 2" AND SMALLER CARBON STEEL THREADED ANSI B 16.3 GALVANIZED BUTTERFLY VALVES FIRE MAINS — ABOVE SLAB 150 PSIG 3" AND LARGER CAST IRON BODY LUG TYPE HIGH PERFORMANCE, UL/FM LISTED VICTAULIC BALL VALVES FUEL LINES — ABOVE SLAB 120 PSIG 2" AND SMALLER BRONZE BODY THREADED APOLLO STAINLESS TRIM TEFLON SEALS & SEATS FUEL LINES — ABOVE SLAB 15Q P$IG 2" AND SMALLER TYPE L COPPER TUBE THD/COMP NO JOINTS IN TUBE FROM ENGINE TO TANK GATE VALVES FIRE MAINS — ABOVE SLAB 150 PSIG 8" AND 10" CAST IRON BODY FLANGED CLOW F-6170, OUTSIDE YOKE & STEM RESILIENT WEDGE UL/FM LISTED CHECK VALVES FIRE MAINS — ABOVE SLAB 150 PSIG 8" AND 10" CAST IRON BODY FLANGED CLOW F-5347-B; UL/FM LISTED BRONZE FACED VICTAULIC UL/FM LISTED SAFETY VALVE - ABOVE SLAB APPROVED BY ZONING ADMINIISTRATOR 150 PSIG 8' BCAST RONZE OFACEDDY FLANGED SUPPLIEDLWITH ISTED FIRE PUMP; (INSTALL ONLYman HUI, llu I FOR uun i SIGNED DATE Q WINCHESTER PLANT ENGINEERING SCALE 1/4" = 1'-0" DATE DATE GF BAKERY COMPANIES 2�✓��� GENERAL GENERAL Foons U(A)SA DRAWN BY JMK 9/2/94 APPROVED BY WINCHESTER, VIRGINIA GENERAL CAD BY APPROVED BY �E DATE REVISIONSL. DR. CH. APP. ssuE DATE DR. CH. APy FOODS WINCHESTER VA. 22603 FOODS CHECKED BY BY BY BY NO. . REVISIONS BY BY BY USA USA APPROVED BY IMPORTANT THIS DRAWING IS THE PROPERTY OF KRAFT GENERAL FOODS AND MUST BE RETURNED. THE INFORMATION HEREON IS CONFIDENTIAL AND MAY NOT BE USED AND THE DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS SPECIFICALLY FURNISHED. 00 NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY PUMPER CONNECTION (2) 4 1 /2" NFT NOZZLES; 8" FLANGED CONNECTION Pi 10" 90 10" ChV w 10!' BFV w Of b 6" 8' -0" AFF 10" ChV 10" *8" R TEE. ol 10" 90 8" BFV I PUMP TEST HEADER 10" 90 OIL N TANK 10" TEE 10" OS&Y GV DIESEL ENGINE 10" *8" R CPLG 10" *6" R TEE W/ SAFETY VALVE 10" BFV 10" 90 00 I PUMP CONTROLLER 2" TAP FOR PUMP HOUSE SPRINKLERS, PRESSURE SWITCHES & JOCKEY PUMP 20'-8" PLAN VIEW - PUMP HOUSE FINISH FLOOR = 690.00 3" VENT THRU ROOF FUEL RETURN NOTE: 3" FILL FUEL OIL TANK, CONTAINMENT, LEVEL SENSORS, AND SUPPORT LEGS FURNISHED WITH THE FIRE PUMP; THE PIPING TO BE INSTALLED FROM THE SHOP DRAWINGS SUPPLIED BY THE FIRE PUMP SUPPLIER. OIL THE FUEL SUPPLY NOZZLE ON THE TANK TANK BALL VALVE SHALL BE HIGHER THAN THE INLET TO THE DIESEL ENGINE. FUEL SUPPLY rUEL OIL PIPING SCHEMATIC ENGINE NOTE 1. FUEL OIL TO ENGINE TO BE GRAVITY FED; TANK BOTTOM TO ABOVE CENTERLINE OF ENGINE FUEL INLET; TANK TO BE SUPPLIED WITH FIRE PUMP; OIL TANK TO BE FILLED FROM CONNECTION INSIDE BUILDING; TANK TO INCLUDE OIL CONTAINMENT AT 110%; TANK TO BE UL/FM LISTED. NOTE 2. THE UNDERGROUND RISERS TO BE INSTALLED PER RISER DETAIL ON C 9.2 -- -I- - L—T N CONCRETE PUMP BASE 2'-0" BED ENGINE/PUMP FRAME IN BASE SLAB EL.EV 690.00 SECTION THRU PUMP NORTH THE DENNIS GROUP, INC. PLANNING o ENGINEERING CONSTRUCTION MANAGEMENT 1537 MAIN STREET TEL 413-787-1785 SPRINGFIELD MA 01103 CIVIL FIRE PROTECTION FIRE PUMP HOUSE PLAN AND DETAILS •, " Ar-, a D 1 1 a PAVED AREAS NON PAVED AREAS - r I PROPOSED PAVEMENT SUBBASE PER BLDG SPECS PER ROAD SPECS 6" TOPSOIL EXISTING OR PROPOSED GRADE ° _ EXCAVATED MATERIAL - COMPACTED TO 85% OF " MAXIMUM DENSITY .......... r. .... LJ EXCAVATED MATERIAL COMPACTED TO 95% OF 4'-6" FIRE MAIN MINIMUM .. MAXIMUM DENSITY """' "'"" "" ........'.:.:... Q .......... 0 ............ . \ I PROVIDE ADDITIONAL EXCAVATION FOR PIPEBELL; PIPE BARREL TO BEAR DIRECTLY ON UNDISTURBED SOIL TRENCH DETAIL - PRESSURE PIPE NOT TO SCALE PAVED AREAS NON PAVED \REAS PROPOSED PAVEMENT SUBBASE PER BLDG SPECS I 6" TOPSOIL rEXISTING OR PROPOSED GRADE EXCAVATED MATERIAL COMPACTED TO 95% OF w MAXIMUM DENSITY a 0 COARSE SAND 35% TO 100% PASSING #4 ` NO MORE THAN 10% PASSING #200 g SAND EQUIVALENT SHALL BE GREATER THAN 30 I w 30" MAX TRENCH DETAIL - GRAVITY PIPE NOT TO SCALE I I I 6 I [I 30" MAX. TYPICAL CONCRETE ENCASEMENT PIPE TRENCH EXCAVATED MATERIAL COMPACTED TO 85% OF MAXIMUM DENSITY VARIES 3 1 NOTE: 1. PRECAST CONCRETE CONES AND SECTION TO BE A.S.T.M. C-478 (LATEST REVISION) EXCEPT AS SHOWN. CONCRETE SHALL BE OF TYPE V CEMENT OR TYPE 2 WITH FLYASH ADDITIVE. 2. PIPE SIZE AND ELEVATIONS AS SHOWN ON PLANS. 3. SET ALL JOINTS AND FRAME IN MORTAR OF 1:2 CEMENT / SAND RATIO AND TRIM SMOOTH INSIDE. ASPHALT CAULKING DESIGNED FOR THE PURPOSE MAY BE USED. PAVED AREA 4. NO STEPS REQUIRED IF MANHOLE IS LESS THAN 5'-9" DEEP. 5. ALL PENETRATIONS TO HAVE MECHANICAL SEAL AS MANUFACTURED BY "KOR-N-SEAL" OR LINK ocl) SEAL BY THUNDERMINE 3000 PSI C I/,,,-MJ JOINT SHOD INSIDE MANE SEE NOTE' BLIND FLANGE ANCHOR ROD, AS BOLT; USE B 18.2.1 -60K PIPE SLEEVE TC A-53 STEEL Plf LARGER THAN F WITH BUTYL CH, 8" DI FIRE RISE REUSE EXCAVATED MATERIAL; PLACE AND COMPACT TO THE REQUIREMENTS OF THE ORIGINAL INSTALLATION PER THE BUILDING SPECIFICATIONS CONCRETE ENCASEMENT USE 3000 PSI CONCRETE WITH 4" TO 6" SLUMP THRUST I 1,2,3, OR 4 FOOT SECTION. USE MIN. NUMBER OF SECTION STEEL TROWEL FINISH TOP OF SHELF 1"/FT SLOPE INVERT ELEV SHALL BE EQUAL TO SPRING LIN[ EL =VATION +0.10' OF T: ' - DEEPER SEWER M',N NCRETE CORBEL SECTION "A -A" SANITARY MANHOLE STORM DRr`_]N MANHOLE NOT TO SCALE ,TT TYPICAL FIRE RISER DETAIL 6'-0" BIT. CONC. PAVE WEARING COURSE FINISH GRADE BINDER COURSE S OPE 1 /4" ® 1'--0" PER PLAN + + + + + + + + + .. + + 1 8" COMPACTED BANK GRAVEL TYPICAL BITUMINOUS CONCRETE SIDEWALK SECTION EAS NOTE NO. 4 IHOLE STEPS IA APP'D ON RING REQUIRED ;ONCRETE z I kNICAL JOINT EL J MAIN 7 0 � i'• ' . ALTERNATE TOP SLAB, REINFORCED TO MEET ' • ' ' H-20 LOADING Flo F- E3 * HEIGHT OF RISER SETIONS VARY FROM 1' TO 4'. FRAME & GRATE BRICKS MAY BE USED FOR GRADE ADJUSTMENTS. FRAME TO BE SET IN — • FULL. BED OF MOTAR. •• • 2'-0" +1" • DIAMETER • • It --- 8" MIN. •' ' MIN. 0.12 `.SQ. IN. STEEL PER , VERTICLE FOOT, PLACED ACCORDING TO AASHTO ' . 4'-0" +1" DIAMETER DESIGNATION M199 1 OUTSIDE OF PIPE + 2" CLEARANCE v 1" CLEAR • PROVIDE "V' OPENINGS 4:: • VARIES DEPENDING o ON IDIA. OF PIPE . I -- 5" MIN. x Q • . SEPARATOR TO BE •' NEENAH R-3705 " OR ,APPROVED EQUAL. NOTE: INSTALL SEPARATOR ® OUTLET PIPE ONLY PRECAST CONCRETE CATCH BASIN WITH GAS AND OIL SEPARATOR N.T.S. ROTATE HYDRANT AS REQUIRED HYDRANTS TO Bft CLOW AS PER FREDERICK COUNTY SPECS ADJUSTABLE VALVE FINISH GRADE BOX AND COVER 1'I 6" FIRE MAIN REDUCING TEE �j 6" GV MJ (UL/FM LISTED) \ 4'-6" MIN. M.J. FITTINGS (TYP.) UNDISTURBED EARTH COVER 3/4" ATR RESTRAINING ROD 3000 PSI CONCRETE BACKING AGAINST .. UNDISTURBED MATERIAL '4 \, ............ b ....... ` B B It o A A N FINISH GRADE FLARED END SECTION OR HEAD WALL i \ 30' MIN GRAVEL BEDDING ALL PIPE JOINTS BELOW GRADE TO BE MECHANICAL JOINTS WITH UL/FM LISTED JOINT RESTRAINT SECTION - HYDR�NT AND VALVE NOT TO SCALE 1A/InTU nC" UE-AMXA/AI I SECTION B-B WIDTH OF HEADWALL R END OF SECTION +10' -VARIES TO FIT FLOW FIELD CONDITIONS PLAN SECTION A -A RIP RAP APRON AT PIPE ENDS NOT TO SCALE V IV VIJI VROCV UNDISTURBED EARTH EARTH PLAN - TEE AND PLUG TYPICAL SECTION THRUST BLOCK SEE DETAIL UNDISTURBED EARTH TYPICAL THRUST BLOCK DETAILS 0 PLAN--- HORIZ. AND VERT. BEND PIPE SIZE (in) 90 BEND (sq ft) 45 BEND (sq ft) CAPS, PLUGS T's, HYDRANTS (sq ft) 4 2 2 2 6 5 3 4 8 8 5 6 10 13 7 9 12 18 10 13 14 25 14 18 IF 32 18 23 AREA OF BEARING -FACE ON THRUST BLOCK NFPA 24 8-6 GUIDELINES. DERIVED USING A WATER PRESSURE OF 225 PSI AND A SOIL BEARING PRESSURE OF 2000 PSF. A SAFETY FACTOR OF 1.5 IS USED. ADJUST ABOVE VALUE FOR SOIL TYPE AS REQUIRED (REFER TO NFPA 24 TABLE A-8-6.2.9). THE DENNIS CROUP, INC. NOT FOR CONSTRUCTION �PLANNING ..erG��G Cg WINCHESTER PLANT ENGINEERINGSCALE 1" = 1'-0" DATE DATE CJJ DRAWN BY 9/6/94 APPROVED BY GENERAL FOODS USA CAD BY JMK 9/7/94 APPROVED BY l� `% 4 I�� �n1 iNh !Zt �/� �.- G✓ GENERAL GENERAL SSUE DATE REVISIONS DR. CH. !B±YNID UE DATE DR. CH. APP. FOODS WINCHESTER VA. 22603 FOODS CHECKED BY N0. BY BY . REVISIONS Y BY BY USA ' USA APPROVED BY 11POR'TANT THIS DRAWING IS THE PROPERTY OF KRAFT GENERAL FOODS AND MUST BE RETURNED. THE INFORMATION HEREON IS CONFIDENTIAL AND MAY NOT BE USED AND THE DRAWING MAY NOT BE REPRODUCED IN 14HOLE OR IN PART FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS SPECIFICALLY FURNISHED. DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY GF BAKERY COMPANIES WINCHESTER, VIRG'INIA CONSTRUCTION MANAGEMENT 1537 MAIN STREET TEL 413-787-1785 SPRINGFIELD MA 01103 CIVIL DETAILS 94-019B Z008 1 ? 00 0 Q 3 o I 3 4 N 5 I 8 1 7 1 8 A Fi LLB N O 0p I- tD It 0 (0 Il 00 M 0) 0) 00 .n � 00 00 00 00 30 00 00 Go co 00 00 Go t0 <O t0 0 0 t0 t0 �0 t0 tD tD t0 t0 t0 t0 I I TOP OF SLAB 690,00 I i I I TOP OF FOOTER 688.00 I I o j I I o I I I (n -{ 15" STM PVC V) - - - - - - . I I I 21" DIA SCH 40 STEEL CASING ZZ TO EXTEND 6' EITHER SIDE OF WALL CENTERLINE i i I INVERT AT CL OF USE PLASTIC CARRIERS TO SUPPORT 15" PIPE IN SLEEVE WALL 681.97 TB i I SECTION AT FOUNDATION WALL TN\ STM MH 1 (REM) TOP 685.90 N INV 681.00 CONNECT TO EXISTING 10" LEGEND MANHOLE SANITARY/STORM ® CATCH BASIN/STORM DRAIN CB c�-,' YARD (LIGHT xxx EXISTING CONTOUR -xxx POPOSED CONTOUR POST INDICATOR VALVE PIV WITH BOLLARDS FIRE HYDRANT HYD VCP VITRIFIED CLAY PIPE RCP REINFORCED CONCRETE PIPE PVC POLY VINYL CHLORIDE PIPE DS DOWN SPOUT DS 10" PVC TOP 686,50 STM PVC • I 1 i PROVIDE PLUG ( �- --- 4" SAN - --------- - . ON 15" STUB STM MH 8 (REM) I 10" j CONCRETE ENCASEMENT 1 r AFTER STM REMOVED TOP 685.90 SEE TRENCH DETAIL 15" STM RCP (REM) N INV 82.1 E INV 682.11 4`' i 1STM PV STM MH 5 W INV 681.90 2" C INV. 682.00 CB REL) � I 6" SAN PVC 1 TOP 687.50 REMOVE w N INV 681.17 12' STM VCP (REM) 10 STM PVC (REMOVE TO MH3) a j 8" STM PVC 1 S INV 681.00 -------------- E INV 681.04 + I INV. 682.26 CB(REM) (2) DS 10" PVC 10" STM PVC CB I �* TM PV R M 1 T TOP 685.80 12 S C ( E ) TOP 686.50 SEE 9419-507 4 / TOP 685.80NV. 682.88H 3 --, T INV 684.00 � INV. 682.81 1 1 INV. 682.20 78 LF 12" STM PVC I RELOCATE �� 1 1 686 1 INTERSECTION DUMPSTER PADS OIL/WATER - I � SEPERATOR NEW STM MN 2 T.O.P. 680.80 LOWER PIPE TOP 685.90 / BTM 682.70 UPPER PIPE 1 FILLSAW NE INV. 680.35 �CUTLI I EDGE OF CONCRETE 686 EXISTING PROPOSED ADDITION W INV. 681.00 I 1 1 POND --- - _ _-- ---- --- - --- NW INV. 68 .5035 I / FINISH FLOOR ELEVATION: 690.00 I 72.00' 1 / I 686.00 72' TRUCK PARKING AREA i0o/ INTERSECTION INV. 681.00 / DOCK OF CONCRETE SURFACE ®`O T.O.P. 681.47 OF 12" SAN 1 682BASE HYD RELOCATE) W G BTM 682.43 OF 12" STM I Q� � a 1 I I a �� 685 li \ SY ZI N t U- rV) ,• i/ O V m �'S WCUT LINE & I to E GE OF CONCRETE ............._.... __.... __ . RELOCATED t J 1 (2) 8 RISERS 21 LF 1 T 5TM PVC OIL SE?ARATOR ' TOP 684.50 cn D I 1 DS 10" PVC �O. SEE FP1.0 FOR Z p, EX PIV (REMOVE) S=0.0238 N INV 682.00 TOP 686.50 CO TINUATION SW INV 682.00 o LEAVE EX VALVE IN ro L� IN PLACE; PLUG END SE INV 681.94 n r WITH MJ PLUG AND 684 38 LF 12" STM PVC S=0.0247I ' I SET BACK �F THRUST BLOCK I 20' 1 / , CB RELOCATED I 8" ASPHALT CURB; TOP 1 25 00' I INV 682.50 ELEV TO VARY �. -..�. -� per �i �. �.. SET BACK LINE%ROL EXISTING TEE o0 00 10" F t}1 __. _ _ .. ... _... _ ----- - ----- - 10" GV - - I - - _.... - TB . .... . �.. «.. ... _ _ -. .....-._.....-. - -- -------------- .._ . 77 73 LF 8" FIRE DIP 10" GV PIV d , MSTORM RETENTION ETERING/SAN MH 2 t LIGHT POLE a HYD 1 SAN MH W/3" I F � & BASE TO BE POND 25 LF FIRE MAIN IN c(c `` I REMOVED BY N (NOOUTLET; EXIOSTINGIPOND -680 PARSHALL FLUME m g CONCRETE ENCASEMENT I o i0 0 o ELEC CONTR. ) 663 l TOP 683.50 LL- W I ( o SLOPE INV. 681.00 1 INV. 677.21 000 ._� __,..__- 1 2 (TYP) _..- s -- ' J30� __ I O r , _ . 683. E O, 0 w > SILTATION FENCE i F- 682 g - o � EITHER PVC FENCE - . 24" STM RCP - • n N N < OR HAYBALES I 680 _._ PER COUNTY REGULATIONS 1..._ STM MH 4 I _. _... - TOP 685.50 679y INV. 679.20 681 INV. 680.40 680 I 685 681 i` G 0 0 0 a, 12.00' 8"GV I I N NEW STM MH 6 o in 2 683 ! TOP 688.25 SEE SECTION 1 I N INV 681.28 ABOVE NEW STM MH 7 S INV 681.28 TOP 690.00 .28 N INV 682.68 HYD 6" GV 1 E INV 681 1 129 LF 15" STM PVC S=0.0081 I I i SE INV 682.87 PLUMBING DRAWING W INV 682.32 9419-504 10" PVC STM I 1 ABANDON -IN -PLACE/ (2) DS 10 PVC (REM) I IPLUG SOUTH INVERT DS 10" PVC (REM) TOP 686.50 1 DS 10" PVC (REM) TOP 686.50 I I ! I I ^ TOP 686.50 , SAN MH 1 TOP 685.85 N INV 680.52 S INV 680.31 E INV 680.31 W INV 681.85 682 l 683 684 CAJ WINCHESTER PLANT ENGINEERING CAJ q 7 q 121-,* .vy ��v• GENERAL GENERAL FOOI`iS USA GENERAL . DATE REVISIONS BY' BY *BY NO DATE REVISIONS BY' BY pBY' FOODS WINCHESTER, VA. 22603 FOODS II WANT THIS DRAWING IS THE PROPERTY OF KRAFT GENERAL FOODS AND MUST BE RETURNED. THE INFORMATION HEREON IS CONFIDENTIAL AND MAY NOT BE USED AND THE DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS SPECIFICALLY FURNISHED. DS 10" PVC TOP 686.50 SAN MH 3 INV. 676.05 LE 1:20 DATE I DATE AN BY JMK 8/30/94 APPROVED BY BY APPROVED BY CKED BY APPROVED BY DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY STA 32+30 DS 10" PVC TOP 686.50 -'� FLARE GATE VALVE 10" GV - - - - STORM LINE - - FIRE LINE SANITARY LINE - - SILTATION FENCE WEST BROOKE ROAD APPROVED BY ZONING ADMINISTRATOR SIGN',_G DATE GI- BAKING COMPANIES WINCHESTER, VIRGINIA THE DENNIS GROUP, INC. PLANNING o ENGINEERING CONSTRUCTION MANAGEMENT 1537 MAIN STREET TEL. 413-787-1785 SPRINGFIELD, MA 01103 FAX 413-787-1786 CIVIL PARTIAL SITE PLAN Z002 h NO D Y 01 N 0) 0 rY F J N N rn N 0 0 N 0 a C.i 3 2 K, g 7 Y 0 0 [E, D 0 ri MOFFET ZONED B-2 EXISTING CULVERT MOORES ZONED B-3 PAPAMICHAEY ZONED B-3 R=1616.93' A=25 i � R.R. ROAD STA. 8+89.29 - WINCHESTER PLANT ENGINEERING SCALE 1" = 50' DATE DATE J DRAWN BY CCC APPROVED BY GENERAL GENERAL FOODS USA GENERAL CAD BY APPROVED BY JE DATE REVISIONS BY. BY er� r1o. DATE REVISIONS BY' BY. App. FOODS WINCHESTER, VA. 22603 FOODS ICHECKEDBY APPROVED BY I~ANT THIS DRAWING IS THE PROPERTY OF KRAFT GENERAL FOODS AND MUST BE RETURNED. THE INFORMATION HEREON IS CONFIDENTIAL AND MAY NOT BE USED AND THE DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS SPECIFICALLY FURNISHED. 1 DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY ZONED M-1 ERMAN D M-1 _ f Jord; 81=: �x. Hiatt.Rur� 134 37 11 _011Y""���1de T D vil B ckb one For MM 1 PLANT NORTH pROJEG a e s a Star Fol.t - S1 TE 522 Tcwr� •Bari �rZ 1�uss ,Sprtrr$'� 1 1` JOTES: Frede�iick/ Heights s er .0 oun Club Crr eia pod Heights 1 -*- 11. FAR WITH PROPOSED BUILDINGS = 0.253 2. PROPOSED EXPANSION DOES NOT REQUIRE ADDITIONAL EMPLOYEE PARKING 35. DETENTION POND RELOCTED IN EQUAL VOLUME TO EXISTING EXISTING DRAINAGE AREA = 22,495 SF PROPOSED DRAINAGE AREA 19,502 SF APPROVED BY ZONING ADMINISTRATOR SIGNED DATE GF BAKERY COMPANIES WINCHESTER, VIRGINIA PROPERTY OWNER: KRAFT GENERAL FOODS 220 PARK CENTER DRIVE WNICHESTER, VA 22603 ENIGNEER: J. MARK KRCMARIK THE DENNIS ENGINEERING GROUP, INC 1537 MAIN STREET SPRINGFIELD, MA 01103 (413) 787-1785 THE DENNIS GROUP, INC. PLANNING o ENGINEERING CONSTRUCTION MANAGEMENT 1537 MAIN STREET TEL. 413-787-1785 SPRINGFIELD, MA 01103 FAX 413-787-1786 CIVIL OVERALL SITE PLAN 94-019B Z001 An D IE 0 F A A Al a v _ 1 2 PAVED AREAS NON PAVED AREAS PROPOSED PAVEMENT SUBBASE PER BLDG SPECS PER ROAD SPECS 6" TOPSOIL EXISTING OR PROPOSED GRADE EXCAVATED MATERIAL ^ o ' ' o `' - COMPACTED TO 85% OF �.... MAXIMUM DENSITY 1...................'.'.. U) .................... ...... w EXCAVATED MATERIAL .. :::...::.:. ' ....:.:..:. . COMPACTED TO 95% OF ; ; 4'-6" FIRE MAIN MINIMUM MAXIMUM DENSITY I. ... �.............. ... a 1 0 CL a ........... ...... 10* t� 1 PROVIDE ADDITIONAL EXCAVATION FOR PIPEBELL; PIPE BARREL TO BEAR DIRECTLY ON UNDISTURBED SOIL TRENCH DETAIL - PRESSURE PIPE NOT TO SCALE PAVED AREAS NON PAVED AREAS PROPOSED PAVEMENT SUBBASE PER BLDG SPECS_�\ 6" TOPSOIL 31 �} NOTE: 1. PRECAST CONCRETE CONES AND SECTION TO BE A.S.T.M. C-478 (LATEST REVISION) EXCEPT AS SHOWN. CONCRETE SHALL BE OF TYPE V CEMENT OR TYPE 2 WITH FLYASH ADDITIVE. 2. PIPE SIZE AND ELEVATIONS AS SHOWN ON PLANS. 3. SET ALL JOINTS AND FRAME IN MORTAR OF 1:2 CEMENT / SAND RATIO AND TRIM SMOOTH INSIDE. ASPHALT CAULKING DESIGNED FOR THE PURPOSE MAY BE USED. PAVED ARID 4. NO STEPS REQUIRED IF MANHOLE IS LESS THAN 5'-9" DEEP. 5. ALL PENETRATIONS TO HAVE MECHANICAL SEAL 0O AS MANUFACTURED BY "KOR-N-SEAL" OR LINK SEAL BY THUNDERMINE 3000 PSI C I//-MJ JOINT SGROUT HAFT INSIDE MANI SEE NOTE EXISTING OR PROPOSED GRADE BLIND FLANGE a o .� EXCAVATED MATERIAL COMPACTED TO 85% OF MAXIMUM DENSITY ANCHOR ROD, AS BOLT; USE EXCAVATED MATERIAL B18.2.1-60K COMPACTED TO 95% OF III MAXIMUM DENSITYry > ..: CD D COARSE SAND .I 35% TO 100% PASSING #4 NO MORE THAN 10% PASSING #200 g SAND EQUIVALENT SHALL BE GREATER THAN 30 I ``' a 30" MAX TRENCH DETAIL — GRAVITY PIPE NOT TO SCALE 30" MAX. TYPICAL CONCRETE ENCASEMENT PIPE TRENCH PIPE SLEEVE TC A-53 STEEL PII LARGER THAN F WITH BUTYL CH) 8" DI FIRE RISE THRUST I VARIES REUSE EXCAVATED MATERIAL; PLACE AND COMPACT TO THE REQUIREMENTS OF THE ORIGINAL INSTALLATION PER THE BUILDING SPECIFICATIONS 1 „43, OR 4 F OU i SECTION. USE MIN. NUMBER OF SECTIOP STEEL TROWEL FINISH TOP OF SHELF 1"/FT SLOPE INVERT ELEV SHALL BE EQUAL TO SPRING LINI ELEVATION +0.10' OF THE DEEPER SEWER MAIN NCRETE CORBEL SECTION "A —A" SANITARY MANHOLE STORM DRAIN MANHOLE NOT TO ::SCALE mT I\VLL�V I\LUfll\ TYPICAL FIRE RISER DETAIL CONCRETE ENCASEMENT USE 3000 PSI CONCRETE 6'-0" WITH 4' TO 6" SLUMP BIT. CONC. PAVE WEARING COURSE FINISH GRADE BINDER COURSE S 0PE 1/4" ® 1'-0" PER PLAN III + + + + + + + + II + + + + + + + + + + + + 77-77 8" COMPACTED BANK GRAVEL TYPICAL BITUMINOUS CONCRETE SIDEWALK SECTION EAS NOTE NO. 4 (HOLE STEPS 1A APP'D ON RING REQUIRED �ONCRETE CHANICAL JOINT STEEL FHAN MAIN i I I -. 00= ' •, � ' " '• • ALTERNATE TOP SLAB, . REINFORCED TO MEET H-20 LOADING. FRAME & GRATE 7 BRICKS MAY BE USED FOR GRADE ADJUSTMENTS. FRAME TO BE SET IN FULL BED OF MOTAR. Z ••• 2'-0" + „ •• �' . • DIAMETER1•. MIN. 0.12 SQ. IN. STEEL PER 115 -» 8" MIN, VERTICLE FOOT, PLACED ACCORDING TO AASHTO 4'-Y' ±1" DIAMETER ' DESIGNATION M 199 _ Ld 0 o OUTSIDE OF PIPE a I` + 2" CLEARANCE c~n ' 10 1" CLEAR _ c° PROVIDE "V' OPENINGS • 41 VARIES DEPENDING o ON DIA. OF PIPE . x I Q •. --- 5" MIN. ;� •. SEPARATOR TO BE NEENAH R-3705 " .' OR APPROVED EQUAL. NOTE: * HEIGHT OF RISER SETIONS INSTALL SEPARATOR VARY FROM 1' TO 4'. ® OUTLET PIPE ONLY PRECAST CONCRETE CATCH BASIN WITH GAS AND OIL SEPARATOR N.T.S. ROTATE HYDRANT AS REQUIRED HYDRANTS TO BE CLOW AS PER FREDERICK COUNTY SPECS ADJUSTABLE VALVE FINISH GRADE BOX AND COVER FIRE MAIN REDUCING TEE j\ 6" GV MJ (UL/FM LISTED) 4'-6" MIN. M.J. FITTINGS (TYP.) COVER 3/4" ATR UNDISTURBED EARTH B B It 0 A A .1I FINISH GRADE 1 1'-0",•\ FLARED END SECTION &14OR HEAD WALL 71, 30 M IN / �•r%%///. // // GRAVEL BEDDING ALL PIPE JOINTS BELOW GRADE TO BE MECHANICAL JOINTS WITH UL/FM LISTED JOINT RESTRAINT SECTION — HYDRANT AND VALVE NOT TO SCALE WIDTH OF HEADWALL OR END OF SECTION +10' SECTION B—B WIDTH OF HEADWALL END OF SECTION +10.' `—VARIES TO FIT FLOW FIELD CONDITIONS PLAN SECTION A —A RIP RAP APRON AT PIPE ENDS NOT TO SCALE UNDISTURBED, VIYVIJ 1 V1\uL-L/ EARTH EARTH PLAN — TEE AND PLUG TYPICAL SECTION TEES, BENDS AND PLUGS THRUST BLOCK SEE DETAIL UNDISTURBED EARTH (PLAN — HORIZ. AND VERT. BEND PIPE SIZE (in) 90 BEND (sq ft) 45 BEND (sq ft) CAPS, PLUGS T's, HYDRANTS (sq ft) 4 2 2 2 6 5 3 4 8 8 5 6 10 13 7 9 12 18 10 13 14 25 14 18 16 32 18 23 AREA OF BEARING FACE ON THRUST BLOCK NFPAk 24 8-6 GUIDELINES. DERIVED USING A WATER PRESSURE OF 225 PSI AND A SOIL BEARING PRESSURE OF 2000 PSF. A SAFETY FACTOR OF 1.5 IS USED. ADJUST ABOVE VALUE REQUARED (REFER TO NFPA 24 TABLE A-8-6.2.9), FOR SOIL TYPE AS THE DENNIS GROUP, INC(�, 2 No-of'o FOR M12ploN, PLANNING ENGINEERING CO F Q WINCHESTER PLANT' ENGINEERING J SCALE 1" = 1'-0" DATE DATE GENERAL FOODS USA CAD BY 9/6/94 APPROVED BY GENERAL GENERAL A9 4 lam.-�N�/i�'ri �t��/• CAD BY JMK 9/7/94 APPROVED BY DATE REVISIONS WINCHESTER, VA. 22603 CHECKED BY APPROVED BY DATE REVISIONS DR. CH. RPP. SSUE DR. CH. APP. FOODS FOODS Np BY BY BY NO. BY BY BY USA USA IiPORTAPR THIS DRAWING IS THE PROPERTY OF KRAFT GENERAL FOODS AND MUST BE RETURNED. THE INFORMATION HEREON IS CONFIDENTIAL AND MAY NOT BE USED AND THE DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS SPECIFICALLY FURNISHED. DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY TYPICAL THRUST BLOCK DETAILS NSTRUCTION MANAGEMENT 1537 MAIN STREET TEL. 413-787-1785 0 SPRINGFIELD, MA 01103 FAX 413-787-1786 U GF BAKERY COMPANIES CIVIL WINCHESTER, VIRGINIA DETAILS n A i� /1 f /a .�J r1 �� A A d o A A 1 2 3 i 4 i 5 i 9 7 8 9 Fol E F DOCK L DOWN R 2 WEST ELEVA I'"ON SCALE: I - 20'—Or 4 NORTH ELEVATION SCALE 1` - 20'-0" (j) WINCHESTER PLANT ENGINEERING CAJ ��.,�N,✓INC� 2r2 ✓/Ar"/ GMERAL GENERAL FOODS USA GENERAL DATE REVISIONS DATE REVISIONS BY FOODS WINCHESTER, VA. 22603 FOODS www THIS WNINQ IS THE PROPERTY OF KRAFT GENERAL FOODS AND LUST BE RETIRED. THE INFORMATION HEREON IS CONFIDENTIAL AND MAY NOT BE USED AND THE DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS SPECIFICALLY FURNISHED. SCALE 1• - 20' DATE I DATE DRAWN BY APPROVED BY CAD BY M.G. APPROVED BY CHECKED BY APPROVED BY DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY G.F. BAKERY COMPANIES WINCHESTER, VIRGINIA c THE DENNIS GROUPI INC. PLANNING • ENGINEERING CONSTRUCTION MANAGEMENT 1537 MAIN STREET TEL 413-787-1785 SPRINGFIELD. MA 01103 FAX 413-7R7-17R6 ARCHITECTURAL EXTERIOR ELEVATIONS REFERENCE PLAN A C_ 114 J N F J En rn 00 0 0 rA 3 lq 0 E=i u E lco D I MOFFET ZONED B-2 EXISTING CULVERT i MOORES ZONED B-3 PAPAM ICHAEY ZONED B-3 � R.R. ROAD STA. 8+89.29 - ZUCKERMAN ZONED M-1 .... vv �yv�.W Y.•.,�Vvv"W„'Y\YY vP.i r.- ti ♦ r........... ...... . .. � � � � � � —� � � � � N� .�17`�-'"L3n.LFc� t,Y,�MMn�u1/. x —•--_ __.__._... _,_ x . x x x r r . —.-- �� ' �� �_ _��_ � _ I�.....� �y� +� � -------------------------------------i--------------------------- FORT COLLIER PARK ASSOCIATION ZONED M-1 (j) WINCHESTER PLANT ENGINEERING c(ij GENERAL GENERAL FOODS USA GENERAL JE DATE REVISIONS IDR. CH. APP. SSUE DATE REVISIONS DR. CH. APP. FOODS WINCHESTER VA. 22603 FOODS BY Y Y NO BY BY BY USA ' USA IMPORTANT THIS DRAWING IS THE PROPERTY OF KRAFT GENERAL FOODS AND MUST BE RETURNED. THE INFORMATION HEREON IS CONFIDENTIAL AND MAY NOT BE USED AND THE DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS SPECIFICALLY FURNISHED. SCALE 1" = 50' DATE I DATE DRAWN BY CCC 10/17/94 APPROVED BY CAD BY JMK JMK APPROVED BY CHECKED BY JMK 10/17/94 APPROVED BY DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY PROJECT LOCUS SCALE: 1" = 2000' WINCHESTrER QUAD USGS 7.5' SERIES DATED 1987 GREEN BAY PACKAGING ZONED M-1 NOTES: 1. FAR WITH PROPOSED BUILDINGS = 0.263 2. PROPOSED EXPANSION DOES MIOT REQUIRE ADDITIONAL EMPLOYEE PARKING. THE ADDITIONS ARE STORAGE IOR MECHANICAL SPACES THAT DO NOT REQUIRE ADDITIONAL EMPLOYEES. THE SITE HAS 207 EXISTING SPACES OF WHICH SEVEN (7) ARE HANDICAP SPACES. 3. DETENTION POND RELOCTED IN EQUAL VOLUME TO EXISTING EXISTING DRAINAGE AREA = 2:2,495 SF PROPOSED DRAINAGE AREA 1 &,180 SF 4. THE PROJECT LIES IN THE STONEWALL MAGISTERIAL DISTRICT 5. THE PROPERTY UTILITY AND DFRAINAGE EASEMENTS ARE UNCHANGED FROM THE PREVIOUSLY APPROVED SPITE PLAN. PROPERTY OWNER: ENGINEER: KRAFT GENERAL FOODS J. MARK KRCMARIK 220 PARK CENTER DRIVE THE DENNIS ENGINEERING GROUP, INC WNICHESTER, VA 22603 1537 MAIN STREET SPRINGFIELD, MA 01103 (413) 787-1785 c4+ �iS3Wd0't3A�((f'41d3a Rr +1r 9N►N��d �® U) �� "c3pvj3'o L, cp PLANT NORTH Y FINAL SiTE PL.A3'e1 �pI'v VLD _ ._ ; T " I lel ll APPROVED BY ZONING ADMINISTRATOR p�l�e�rr l / 09 4 5" ATE GF BAKERY COMPANIES WINCHESTER, VIRGINIA THE DENNIS GROUP, INC. PLANNING o ENGINEERING CONSTRUCTION MANAGEMENT 1537 MAIN STREET TEL. 413-787-1785 >PRINGFIELD. MA 01103 FAX 413-7R7-17AA CIVIL OVERALL SITE PLAN 94-019B Z001 l' 13 L D F V) 2 54 LF 48" STORM RCP S - 0.005 v 0 ) INV 884.00 M 0 r, c� o rn 00 n co Lo * t Lo co rl 00 rn rn rn rn 00 00 OD OD 00 00 00 00 00 00 no co co co <p co co co to co 0 co co co co cp cp I Lo o� ch J� N Lo N - N 0000 m I TB ♦;' r" co co 0 22' pI 2' V, 20.00' w I 12.00' J cn I 8" GV HYD 683 w - 1 6" GV 0 DS 10" PVC (REM) DS 10" PVC (REM) Z9 DOpS TOP 686.504 TROM0VE 686.. 0 o �P S DS TO BELOW GRADE LINE AND PLUG EX DRAIN O.CaO i REMOVE EX BOLLARDS I- INV• -Ll Li STM MH8 RAISE TOP TO 690.00 PROVIDE BOLTED & BOLTED LID (2) DS 10" PVC (REM DS 10" PVC (EX) TOP 686.50 RAISE HUB TO 690.50 G O 14 LF 10" STM PVC STM MH 1 (REL) SAN MH 1 TOP 685.90 TOP 685.85 NW INV 680.57 N INV 680.52 S INV 680.31 S INV 680.31 E INV 680.57 E INV 680.31 W INV 681.85 DS 10" PVC TOP 686.50 1 14 L 10 STM PVC 0 4" SAN �( L''' LL I� LJ� I C r STM MH 8 TOP 690.00 REMOVE EX STAIR 1 15" STM RCP S=0.006 N INV 652 11- ,- _ " � I 10 STM PVC -� 10" STM PVC i • E INV 682.11 a STM MH 5 I W INV 681.90 6" SAN PVC - TOP 687.50 CB (REL) - - - - • N :INV 681.17 1 I 12" STM VCP (REM) 1 STM PVC REMOVE TO MH3 Q 8" STM PVC S INV E INV 681.004 / I CB(REM) INV. 682.00 INV. 682.26 10 STM PVC I REMOVE ry CB 12" STM PVC (REM) I 2 DS 10" PVC 12" STM PVC / NEW STM MH 3 TOP 685.80 1 REMOVE / INV. 682.88 1 L TOP 685.80 TOP 686.50 1 1 / 1 INV. 682.81 I ❑ INV. 68Z;20 INV 684.00 I ' I RELOCATE ` INTERSECTION DUMPSTER PADS OIL/WATER SEPERATOR 68 LF 10" STM PVC T.O.P. 680.80 LOWER( PIPE BTM 682.70 UPPER (PIPE LEGEND O MANHOLE SANITARY/STORM FLARE j CATCH BASIN/ STORM DRAIN CB GATE VALVE 10" GV g YARD LIGHT /� poc EXISTING CONTOUR ` - - STORM LINE �1 ---------- ---- ---------------- FIRE LINE - POPOSED CONTOUR SANITARY LINE POST INDICATOR VALVE •- - - - SILTATION FENCE PIV WITIH BOLLARDS f FIRE HYDRANT HYD VCP VITRIFIED CLAY PIPE RCP REIPNFORCED CONCRETE PIPE PVC POLY VINYL CHLORIDE PIPE DS DOVNN SPOUT NOTES: 1. WATER;, SEWER, AND FIRE MAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION, BY THE AUTHORITY. DS 10" PVC DS 10" PVC TOP 686.50 TOP 686.50 I - STM MH 1 s I � fl 1 FILL 686 NEW STM MH 2 �CUWLI I EDGE OF CONCRETE 686 TOP�85_90- - ---- 1 EXISTING PROPOSED ADDITION ---- NE INV. 680.35 I c POND FINISH FLOOR ELEVATI6N: 690.00 ❑ W INV. 681.00 1 NW INV. 682.50 00 RAMP I 686.00 - O' INTERSECTION INV. 681.00 BASE OF'---,,]�''/ 1- I DOCK60' TRUCK PARKING AREA ® T.O.P. 681.47 OF 12" SAN UP 682 HYD RELOCATE) BTM 682.43 0 12" STM I v ... w CONCRETE SURFACE Q� .; a � 0 ot 685 CIO t N 4 T w 'o oo LL 1 L.. of N 10 m cl, I SAWiCUT LINE & 0 a I EDGIE OF CONCRETE 1 / 1 SEPARATOR _......... _ .. RELOCATED .' (2) 8" R SEAS 21 LF 12" STM PVC �OP IL 684.50 1 I N 1 SEE 700 FOR S=0.0238 I N INV 682.00 o' EX PIV (REMOVE) z CONTINUATION SW INV 682.00 DS 10" PVC LEAVE EX VALVE IN 1 SE INV 681.94 < ' C+ IN PLACE; PLUG END 1 0 I� Ln TOP 686.50 i WITH MJ PLUG AND "� 16.58' 684 I 38 LF 12" STM PVC S=0.0247, I H �<^ THRUST BLOCK L CB (RELOCATEDX) I I 8" ASPHALT I I I -1 - - - - o TOP 683.80 CURB; TOP ' 25.00' 1 - INV 682.50 I ELEV TO VARY SET BACK LINE - D (RO7F A I LL, EXISTING TEE a0 DO 10" F . - .... r _ . _. _ - _ - 10~. F.. ... - . .... _ _ - _ • TB 46 LF 8" FIRE DIP - 110" GV 0 INV 581.34 / i 73 LF 8" FIRE DIP 10" GV a a > PIV -� PN LIGHT POLE HYD `�% (METER H W/3N MH 2 ♦ �' REMOVED TION POND & BASE TBYBE (NO OUTLET; STORM NEQUAL IN SAN MH W/3" 25 LF FIRE MAIN IN I ELEC CONTR. o C VOLUME TO EXISTING POND -680 PARSHALL FLUME q, CONCRETE ENCASEMENT o I o I b i TOP 683.50 `Cf SLOPE INV. 681.00 INV. 677.21 I 1:2 (TYP) I 683 i z 682 F I p o � SILTATION FENCE EITHER PVC FENCE 681 / 1 3 0 R HAYBALES 24" STM RCP off RIP RAP OR - 680 o O V) w P COUNTY REGULATIONS l- O cn w STM MH 4 _ FLARE END I I I o `` cwi > INV 861.10 - _ (TYPICAL) - 679 j ,n o p TOP 685.50 N 681 INV. 680.40 I INV. 679.20 i I 1 680 n 1 685 � 6"GV -! _.. 682 1 683 • 1 �...... �.._.. �;""�.._... '-".`'..._._I_.. -.. _•.. • • • �, • • • • .. .1 ......�_. • • 1 1 • • 1 • 1 1 (� .,{' 1 1 1 1 1 �-}� 1 • 1 1 r -1 r RELOCATED HYDRANT 1� 684 SAN MH 3 - - EDGE OF SHOULDER EDGE OF PAVEMENT INV. 676.05 Z w - - - W STA 27+85 a I 0_ STA 32+30 WEST BROOKE ROAD ........... ......_. /JIB\ .. - _.. (n Lo Q7 �+►+ APPROVED BY ZONING ADMINISTRATOR THE DENNIS GROUP, INC. F / PLANNING o ENGINEERING ` CONSTRUCTION MANAGEMENT SIGNED DATE 1537 MAIN STREET TEL 413-787-1785 2 SPRINGFIELD MA 01103 FAX 413-787-1786 CJJ CIVIL WINCHESTER PLANT ENGINEERING Q SCALE 1:2o DATE DATE GF BAKING COMPANIES PARTIAL SITE PLAN DRAWN BY JMK 10/28/94 APPROVED BY N GENERAL FOODS USA WINCHESTER, VIRGINIA GENERAL GENERAL CAD BY APPROVED BY ISSUE DATE REVISIONS DR. CH. APP. SSUE DATE DR. CH. APP. FOODS WINCHESTER VA. 22603 FOODS CHECKED BY N NO. BY Y BY N0. REVISIONS BY BY BY USA ' USA APPROVED BY o IIIPMANT THIS DRAWING IS THE PROPERTY OF KRAFT GENERAL FOODS AND MUST BE RETURNED. THE INFORMATION HEREON IS CONFIDENTIAL AND MAY NOT BE USED AND THE DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS SPECIFICALLY FURNISHED. DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY Z002 a 3 ., .s ® n m im 4 �A A°0 .. an ea s1 ra a -M rm 0% T F■I D 9 2 PAVED AREAS NON PAVED AREAS I PROVIDE ADDITIONAL EXCAVATION FOR PIPEBELL; PIPE BARREL TO BEAR DIRECTLY ON UNDISTURBED SOIL TRENCH DETAIL — PRESSURE PIPE PAVED AREAS NOT TO SCALE NON PAVED AREAS PROPOSED PAVEMENT SUBBASE PER BLDG SPECS I I ol0- 0 EXCAVATED MATERIAL 6" TOPSOIL EXISTING OR PROPOSED GRADE COMPACTED TO 95% OF w MAXIMUM DENSITY 0 COARSE SAND I. 35% TO 100% PASSING #4 NO MORE THAN 10% PASSING #200 g SAND EQUIVALENT SHALL BE GREATER THAN 30 I w a. \ \ I 30" MAX TRENCH DETAIL - GRAVITY PIPE NOT TO SCALE FAI 30" MAX. TYPICAL CONCRETE ENCASEMENT PIPE TRENCH EXCAVATED MATERIAL COMPACTED TO 85% OF MAXIMUM DENSITY VARIES 3 4 NOTE: 1. PRECAST CONCRETE CONES AND SECTION TO BE A.S.T.M. C-478 (LATEST REVISION) EXCEPT AS SHOWN. CONCRETE SHALL BE OF TYPE V CEMENT OR TYPE 2 WITH FLYASH ADDITIVE. 2. PIPE SIZE AND ELEVATIONS AS SHOWN ON PLANS. 3. SET ALL JOINTS AND FRAME IN MORTAR OF 1:2 CEMENT / SAND RATIO AND TRIM SMOOTH INSIDE. ASPHALT CAULKING DESIGNED FOR THE PURPOSE MAY BE USED. PAVED ARE/ 4. NO STEPS REQUIRED IF MANHOLE IS LESS THAN 5'-9" DEEP. 5. ALL PENETRATIONS TO HAVE MECHANICAL SEAL oc) AS MANUFACTURED BY "KOR-N-SEAL" OR LINK SEAL BY THUNDERMINE 3000 PSI C MJ JOINT GROUT INSIDE MANI SHAFT I 1,2,3, OR 4 FOOT I! SECTION. USE MIN. NUMBER OF SECTION STEEL TROWEL FINISH TOP OF SHELF 1"/FT SLOPE INVERT ELEV SHALL BE EQUAL TO SPRING LINE SEE NOTES it it ELEVATION +0.10' OF THE DEEPER SEWER MAIN i I CONCRETE CORBEL SECTION "A -A" BLIND FLANGE 1" -4' ANCHOR ROD, SAME DIA AS BOLT; USE T304 ANSI I I B18.2.1 -60K I I I I I 1 1 I d i i a PIPE SLEEVE TO BE SCH 40 —� A-53 STEEL PIPE TWO SIZES LARGER THAN RISER; FILL SPACE WITH BUTYL CHALK 1 I 8" DI FIRE RISER j I I FLANGED BY MJ 90 ELBOW o � REUSE EXCAVATED MATERIAL; PLACE AND COMPACT TO THE REQUIREMENTS OF THE ORIGINAL INSTALLATION PER THE BUILDING SPECIFICATIONS CONCRETE ENCASEMENT USE 3000 PSI CONCRETE WITH 4' TO 6" SLUMP THRUST BLOCK 4 ROLLED REBAR TYPICAL FIRE RISER DETAIL SANITARY MANHOLE STORM DRAIN MANHOLE NOT TO SCALE MIN 2'-0" d a a I I I I ------- 6'-0" BIT. CONC. PAVE WEARING COURSE FINISH GRADE BINDER COURSE S OPE 1/4" ® 1'-O" PER PLAN -III + + + + + + + + + + + �I+ + + + + + + + + + + + 8" COMPACTED BANK GRAVEL TYPICAL BITUMINOUS CONCRETE SIDEWALK SECTION EAS NOTE NO. 4 1HOLE STEPS �A APP'D ON RING REQUIRED _'ONCRETE 7 - E , ► ' ALTERNATE TOP SLAB, • : REINFORCED TO MEET H-20 LOADING. FRAME & GRATE BRICKS MAY BE USED FOR GRADE ADJUSTMENTS. FRAME TO BE SET IN • FULL BED OF MOTAR. Z ; • 2'- 0" +1" , `N DIAMETER �• I • ' MIN. 0.12 SQ. IN. STEEL PER 00 -�- 8" MIN. • . 'VERTICLE FOOT, PLACED ACCORDING TO AASHTO DESIGNATION M199 ' 4'-0" +1" DIAMETER _ - f- b 0 Cl �. OUTSIDE OF PIPE Q Y + 2" CLEARANCE cn v 20 „ 1 CLEAR c° PROVIDE "V' OPENINGS VARIES DEPENDING o . ON DIA. OF PIPE .; I 5" MIN. ;.� Q ,• SEPARATOR TO BE " NEENAH R-3705 " OR APPROVED EQUAL. NOTE: * HEIGHT OF RISER SETIONS INSTALL SEPARATOR VARY FROM 1' TO 4'. ® OUTLET PIPE ONLY PRECAST CONCRETE CATCH BASIN WITH GAS AND OIL SEPARATOR N.T.S. ROTATE HYDRANT AS REQUIRED HYDRANTS TO BE CLOW AS PER FREDERICK COUNTY SPECS ADJUSTABLE VALVE FINISH GRADE BOX AND COVER 1,1 6„ FIRE MAIN REDUCING TEE �j -6" GV MJ (UL/FM LISTED) 4'-6" MIN. M.J. FITTINGS (TYP.) UNDISTURBED EARTH COVER 3/4" ATR RESTRAINING ROD 3000 PSI CONCRETE .... a........ BACKING AGAINST \/ q. UNDISTURBED MATERIAL 30" MIN - GRAVEL BEDDING ALL PIPE JOINTS BELOW GRADE TO BE MECHANICAL JOINTS WITH UL/FM LISTED JOINT RESTRAINT SECTION - HYDRANT AND VALVE NOT TO SCALE MECHANICAL JOINT SLEEVE, SCH 40 CARBON STEEL PIPE TWO SIZES LARGER THAN MAIN BY FOUNDATION CONTRACTOR B B SECTION B-B Z WIDTH OF HEADWALL o A A OR END OF SECTION +1 ' N 0 1'-0".\ FLARED END SECTION N OR HEAD WALL t j VARIES TO FIT FIELD CONDITIONS FINISH GRADE FLOW SECTION A -A PLAN TRIP RAP APRON AT PIPE ENDS NOT TO SCALE UNDISTURBED, VIVUIJIUf[DCU+ EARTH EARTH PLAN - TEE AND PLUG ® WINCHESTER PLANT ENGINEERING CJJ SCALE _ ,'-o" DATE DATE DRAWN BY 9/6/94 APPROVED BY GENERAL GENERAL FOODS USA GENERAL CAD BY JMK 9/7/94 APPROVED BY IEJ DATE REVISIONS DR. CH. APP. ISSUE DATE REVISIONS DR. CH. APP. FOODS WINCHESTER VA. 22603 FOODS CHECKED BY APPROVED BY BY BY BY N0. BY BY BY USA USA IMPORTANT THIS DRAWING IS THE PROPERTY OF KRAFT GENERAL FOODS AND MUST BE RETURNED. THE INFORMATION HEREON IS CONFIDENTIAL AND MAY NOT BE USED AND THE DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS SPECIFICALLY FURNISHED. DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY THRUST BLOCK SEE DETAIL UNDISTURBED EARTH PLAN - HORIZ. AND VERT. BEND PIP SIZE in) 90 BEND (sq ft) 4 BEND eq ft) CAPS, PLUGS Ts, HYDRANTS (sq ft) 4 2 2 2 6 5 3 4 e 8 5 8 10 13 7 9 12 18 10 13 14 25 14 18 16 32 18 23 TYPICAL SECTION TEES, BENDS AND PLUGS AREA OF BEARING FACE ON THRUST BLOCK NFPA 24 8-6 GUIDELINES. DERIVED USING A WATER PRESSURE OF 225 PSI AND A SOIL BEARING PRESSURE OF 2000 PSF. A SAFETY FACTOR OF 1.5 IS USED. ADJUST ABOVE VALUE FOR SOIL TYPE AS REQUIRED (REFER TO NFPA 24 TABLE A-8-6.2.9). —1 V TYPICAL THRUST BLOCK DETAILS rn rn THE DENNIS GROUP, INC. PLANNING - ENGINEERING CONSTRUCTION MANAGEMENT 1537 MAIN STREET TEL 413-787-1785 0 SPRINGFIELD MA 01103 U GF BAKERY COMPANIES CIVIL SHEET 1 OF 2 WINCHESTER, VIRGINIA DETAILS 1� Ia 1 IA 94-019B Z008 00 0 N 0 U 13: a s o ON A ra Im