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HomeMy WebLinkAbout071-98 Kraft Foods, Inc. (parking lot expansion) - Stonewall - Backfile (2)G 1. GENERAL NOTES 1. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and all other improvements shown or implied as necessary. Unless otherwise noted, specifications for all wolrk will be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation, Virginia Department of Health, County of Frederick, and the contract documents. 2. Contractor to verify the exact location of all existing utilities and no-tify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. 3. Contractor shall be responsible for all construction stakeout. All dirmensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 4. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 5. Contractor is responsible for compliance with the requirements of SEC. 59.1-406, ET SEQ. Of the Code of Virginia (Overhead High Voltage Line Safety Act) . 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Engineer. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials. soil stockpiles, etc. 8. Topographic and planimetric information shown on this plan was developed by Sverdrup Corporation dated May 1, 1991 and provided by Kraft General Foods to Triad Engineering, Inc. CONSTRUCTION NOTES EARTHWORK NOTES: 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. 2. Fill material placed below structures, controlled fill slopes, and the top one (1) foot of pavement subgrade shall be compacted to at least 98%, of the laboratory maximum dry density as determined by the Standard Proctor method (ASTM D 698). Fill placed below the top one (1) foot of the pavement subgrade, and all other areas shall be compacted to at least 95% of the maximum dry density as determined by the same standard. The moisture content of the soil should be at or within three (3) percentage points of the optimum moisture content. Compaction of the subgrade shall be certified by a professional eng1neer or technician certified in the Commonwealth of Virginia. 3. Changes or revisions to these construction plans shall not be made unless first approved by the appropriate agency having jurisdiction over the change. 4. Traffic control signs shall comply with the standards of the Virginia Department of Transportation. 5. All exterior lighting shall be designed, erected, altered and maintained in accordance with the final drawings and specifications as approved by Frederick County. Light sources shall be screened to reduce visible glare from all adjacent properties and public streets. 6. For erosion and sediment control notes see the erosion and sediment conttrol detail sheet. ROAD) NOTES: 1. Subgrades on cut shall be compacted for a minimum of one (1) foot in depth. Subgrade in fill shall meet the compaction requirements stated above at all levels. 2. Areas of wet or soft material under roads or buildings shall be partially over -excavated as shown on these plans. 3. Gravel used in base courses shall be constructed on a compacted subgirade free of organic matter. Gravel shall be VDOT type 21-B and shall be placed and compacted in a moist condition so that the fines remain mixed with the coarser material. 4. Asphaltic concrete, where applicable, shall be applied to the prepared gravel subbase following the application of a liquid asphalt prime coat. Asphalt shall consist of a plant -mixed bituminous material rolled smooth. The (asphalt surface shall be smooth, seamless and of a uniform texture. Asphalt material shall comply with the minimum specifications required by the VDOT Road and Bridge Specifications. 5. The elevation of new pavement shall match the elevation of the exis*ing pavement at all intersections. SITE PLAN NOTES: 1. Parcel area: 20.00 acres 2. Zoning: M-1 3. Use: Manufacturing 4. Property Identification #: 54 ((A)) 36H 5. Magisterial District: Stonewall 6. Building Setbacks: Front=75' S i de=25' Rear=25' 7. Building Area=217,114 s.f. 8. F.A.R.=217,114/(20.00*43,560)=0.25 9. Parking Lot Setbacks: 5 feet from property line(s) 25 feet from any road rights -of -way (in M1 District) 10. Parking Space Requirements: 21,500 s.f. office @ 1 sp./250 s.f.=86 sp. 4 warehouse employees @ 1 sp./ employee=4 sp. 250 manufacturing employees @ 3 sp./4 employees=188 sp. Required number of spaces=278 Number of spaces provided=292 (210 sp. existing, 82 sp. proposed) Required number of handicap spaces=7 Number of van accessible spaces provided=3 (2 sp. existing, 1 sp. proposed) Number of handicap spaces provided=10 (9 sp. existing, 1 sp. proposed) 10. Parking Lot Green Space Requirements: Paved parking area=123,849 s.f. Required green space (5%)=123,849 s.f.-*0.05=6,193 s.f. Provided green space=9,020 s.f. (7.28%) ABBREVIATIONS C/L OR CENTERLINE CONC. CONCRETE DIA. DIAMETER EL. ELEVATION ESMT. EASEMENT EX. EXISTING F.H. FIRE HYDRANT F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE HORIZ. HORIZONTAL INV. INVERT LAT. LATERAL LT. LEFT M.H. MANHOLE MIN. MINIMUM P.C. POINT OF CURVE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENT PVC POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS RT. RIGHT SAN. SEW. SANITARY SEWER SEW. SEWER STD. STANDARD STM. SEW. STORM SEWER TPD TRIPS PER DAY VERT. VERTICAL W/L WATERLINE X-ING CROSSING CNAID TRIAD ENGINEERING, INC. P.O. BOX 2397 WINCHESTER, VIRGINIA 540-667-9300 EXISTING LEGEND PROPOSED ROADS ----------------��� --- ROAD CENTERLINE ------- SHOULDER/GRAVEL SURFACE --_--_- CURB CURB TAPER ----------- ------------ SIDEWALKS BUILDINGS 1====== RETAINING WALL X x FENCE c- -� , C, GUARDRAIL TREE OR TREE LINE STREET SIGN ------------------ PROPERTY LINE ------------- EASEMENT �B) -----�_--- SANITARY SEWER AND MANHOLE ___---. STORM SEWER _ - GRATE INLET END SECTION END WALL ------------- WATERLINE ----- - ------ GATE VALVE -- - - -- TEE '�---- FIRE HYDRANT ----- DEAD END 4------ WATER METER - - 2900 - - 2900MAJOR CONTOUR ---- 2898---- za9e MINOR CONTOUR x SPOT ELEVATION 2876.3 2893.66 oftmmm, Engineering Corp. P.O. BOX 245. 10 NORTH PLEASANT STREET NEW LONDON. NEW HAMPSHIRE 03257 PHONE: (603 )526-2585 FAX:(603)526-9468 STAHLMAN PROJECT NO:9874 ------------ LIMITS OF CLEARING AND/OR GRADING TH PATPON No. OZN33 ti ZSjONAL E THIS DRAWING IN DESIGN AND DETAIL IS OUR PROPERTY AND K RAF T FOODS INC. MUST NOT BE USED EXCEPT IN CONNECTION WITH OUR WORK. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED AND KR A F T CORPORATE ENGINEERING CONFIDENTIAL. NO COPYING OR REPRODUCING. RETURN ON REQUEST. MA D I S O N. W I S C O N S I N DRAWING TITLE NOTES 8 LEGEND PROJECT TITLE SCALE PARKING LOT EXPANSION NO SCALE LOCATION: WINCHESTER, VA PROJECT NO:CD-025 ENG'O BY: TRIAD p 03-04-99 CAD NO: DRAWING NO: DRAWN BY, TRIAD T 03-04-99 E42264 C-I KBY DATE DESCRIPTION BY REV. CHK'D BY, SLP E n3-n4-99 SHT OF RETAIL 43ZONED ((AI) 1 - - - - - - - - - - - - - \� EXISTING STONE CULVERT VACANT DENSE TREES 6 BRUSH 1 / I - --' _------------__-_ 9 RETAIL \ \_ RETAIL '� I d �\ I / i- - - ZONED B-3 ZONED B-2 �\ L I 54ONED )B-B5 \ I / \ / 43 1(1) A 1 ----- — _________________- _ ___ — — — _ _ _-- - -_----------------------------------- --=-__ his - - - - - - - - - -�\� - _�------1---------------------------- -- - - - - - 6 ---------------------------- ------------------ J ------------` ------- - - - - - - - - - - - - - - - - - -_ = / ------------- �f /----------- -=--- - _- ---- --- -- — --� LL- / --------±----------------------------- - - - - s9 �� �'J _ - �- - ---- 3 - --- ----------------------------------------- ~I-6 — _ _ _ _ _ ------------- _ — �'--------------__ c-_�----- -----------------------------------------------� `---------------------------=j----�_�� INTX.+R.R=_-'LENT -------------------- - -_ -_- ------ ---- - - - - - ----------------_ ----- - / ___� _ - 89.29 _-_- �------------------------------------- - -- - --_ _ - - --- ---- ---- --�----------------------------------------_ = _- - --------------- -- - — -----------------------------------------------------------------------------------_------------------------ — ' \ STA. 8 \ ------------------- +. --- _--`�� \ N 47' 22' 23" E 801.05' - ------ NORTH - _--- --- - - - - -\ - - - -- 1 IN IIII- - - - - - - - - - - - - - - - -'�\ `� _% ___--- - \\ I I // -- - 1----�i_�� -------------------------- �� �� �r� -----1 -------------/----- --- L ----7---- -- ------ --- � _ � � _ - -1lTi ��� \ `--- -~ 25' BUILDING SETBACK - % ir= ' ------- 689.57 1 I I I 1 \ ORM-SE"WER RCP \\ - -/' /' -- -------------------------------------------- � I I// 69� _ 11111111 It -/-'I/,,, < _ Fart=F-1 j /' I I 690.00 WALL, - I - - - - 692 INV.= 692.00 /'i------------------J / / I / II / I % I II I j I �' \ \ \ J'•4 / , (F (F l I 1----------------------- �� CHILLER FRUCTOSE \ )( INL��----- ` �� I I 1 j II /\ v DIKE/ } i I i \ -----� � �690---� / mot' ---------- \ i CI TANKS ---- I.O��'iB9..Ofl_--------------------- _ SPILL BASIN _----------------------------- RESIN ILO I --- INV.�'i87.00 + Ir RI EX. 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INLET 10" PVC 10" PVC I1 _ , I 1 I / I / I III 1 I 1 I 1 I STORM SEWER STORM SEWER TOP=689. 50 STORM SEWER 1 0" PVC STORM SEWER -' �J INV.-687.00 ------1 1�INV.=STORM SEWER - r I 1 1 I 11 EX. INLET WATE I I 1 689.00TOPi89.50 MPI�INV.i86.24 VACANTh/�1,IIIIZONED M-1 143 ((A)l 364- 3E / , 6a_ _----o-------------- --------------------L--EX. MH I III-----------------TOP�89.00 ------- INV. IN=685. 01 ,15_ RCP STORM SEWED INV. OUTi84.551 I ------ --- -------------� EX. 10'x15'1 1 IIIRIPRAP" \ \ \ I I 1I4- 6e1111 1 11 1 _-- 1 I I , I / \ I I I I (} � — '11L--J ;w�- - - - - - - - -4---- I-1---- EX. 4'X8'= xl4-L ------- ZL GROUTED RIPRAP I I I II 6Bv1+ MANUFACTURING AND STORAGE BUILDING ll ) PP 11 1 I 1 l� 1,11 1 I I FLOOR ELEV.=690.00BUILD I L6,. F� �� (\� 6639 FLOOR AREA=2r1 7 11 4G SQUARE FEET I J___ v I 1 VACANT I IZI I\ 111111��/ IIII I ZONED M-1---� I I --- 1 MANUFACTURING 1 / + to \ I \ / 11 54 ((A)) 36H I •S ZONED M-1 � �I I 1 / \ / 54 ((A)) 36G I I \ / e I \ I --- I --- I--- I --- t---r INV 679.43i III oo� III R I \\\ �/ Lj II i I I Im -- - _ I I I j 9� / EX. 56'�30" RCP I II I / 2 `T--'\ I ' I--.L-------- ---L —-------' 1 ! I STORMISEWER �I \ '\ 1\ ---------------------------- i i ii r- �� -T — I 1679INV.00 \ � ___ --� I / I I w� I I 111 •� ____�___ ___�____ I___�____ __ � I � I I \\ I / I I III \�\`- / /' ,/ EX. 14'X20' I,J I I 1� �r----1--- --- I------�---- RIPRAP-- ow 690 o \ / o I -----�-------1---- r--�--- --- 11 ;II / / � 4'x8" I I I III, III _ / F6' F� - —_IRIUED R[PR IP I I I ICI II CONDUIT r I L--- ---� IWEX. 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S(4N6 MH T(DP�85H90 1 II I Ilan - �- - - - - - - - ---__--------------- , I �I I , , /--------- ----tNV-tN=61,0 75--------\ I /(- / / MANUFACTURING III \---- -V- IN=6.2.00 ----- II 1 / / / /------ ------------------------------I -1 / 1 `� / / / / / I INV. IN i82.00 INV.OUTdi79.57 \ II I 1 °;� 1 I I I ANONED RIN 6, - 1< I Iloo I / /' </ / I I 1 ; I ZONED M-1 9� II NV.OUT79.30 11 \� I I ' NN /' /'--------�--- �- wl I I I I I 43 ((A)) 36L a III \68� I ImIla GROUTED RIPRA� I I ml I I o EX. 20'X25' I I I I I Ilm 11£ I III I F �� u� I II 1 it In I I III 1 I Ilm I /° _ i I I (�I ' L I II I I Iln�, I I I 9 1/ sg / �-' I I I I I �------- II 1 I 11� �/ \ I k----9�--- / I - `-------------� ------ - = ==�%Te== _- J ' � - � - BUILDING SETBACK / I \ t------------------- - IITS�--t`-- - 11 67N8.80 X. METERIN MH 11 / /� \ \ I I \ \\ _ II_ to TOP=683.5 I -- ---- - - - - -' / /' /----674 ----, I I I I I I I + \ l \ \ ------------------------------------1�--1MV.�j77. 1 I _ _ 6 EX. 90'-30" RCP r-------- 680-------------�-- INV.F 1--1---------------- / INV.= I I I I \ '\ \\ I \ r, \\ \ \ � STORM SEWER I � — — — — - � // I I I I � I I I 1 Bo I I I �ti� 673. 60 \ I I �\ _ _ 678.50 _ �1 J- -------------------L-- -- . -' 1 I ; I --- �N ily7--______==�=�1 S 67 L------ J 1 I I I I I I�'Q'LTH I I - - - - - - - - \ R 50.g0' I / I - - - - - - ------------------------------------- \\I -------------- \ - g m`------------------------------ I• I NV.= / I \ \ 1 INV.= I _ _ _ _ _ _ - IN - - - - J 678.00 STORM SEWER 681.35 I I m \ --------------- \\ I' / , ; I , ✓ 1 I 1----------------------------------------------L\------ I I II II ----- -- -- -- -- -- -- -- ------------------s-47-- 22 23,.-W 1042_17----------------��� � \ \ \ \ \ I 1 L. PATMN 9 - -----f ---- - -----==----------i--- -- -- - \-------------�---- 1-------=r-----------��--� -. - - - - - - - - - - -------------------- - �- ��I I ----- _ \ \ _ J \-------------r�--- - - - - -- 1 Y/SAN. MH--------------------------- �/ I NO. \------------------------------------------------------- IOP i76.05 �------------------_- I I \ FT- �� WEST BROOKE ROAD ( ROUTE 1320) EX. 60'-48" RCP 6g POSTED SPEED/35 M.P.H. 6 '� 82 -> y 1 I \\ I I I 1 SI N L STORM SEWER 1 I - 6� - - 'I 1- - 6A -6 CONDUIT I I \ \ / I I / \ \ \-------------- __-- -_- --------------------------------------------------- FI------------ t�----- - - - - -- - \ I 11 — \ 1 ---------------- ,------------------------------ �- -- -- --- - - - - - - - - - - ------t----------�--- -- \ ----- \ VACANT ZONED M-1 54 ((A)) 36A 20' SAN. 1 I' I / THIS DRAWING IN DESIGN AND DETAIL IS OUR PROPERTY AND KRAFT FOODS INC. \ \ \ \ \\ \ I I I 1 I \ SEW. ESM' T. - �--680 \\ 50 0 50 /00 /50 200 IUST NOT BE USED EXCEPT IN CONNECTION WITH OUR WORK. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED AND KRAFT CORPORATE ENGINEERING CONFIDENTIAL. NO COPYING OR REPRODUCING. RETURN ON REQUEST. MAD I SON, W I SCONS I N DRAWING TITLE EXISTING CONDITIONS PROJECT TITLE SCALE PARKING LOT EXPANSION 1'= 50' LOCATION: WINCHESTER. VA PROJECT NO:CD-025 IMMIMME IMMIMME STAHLMAN PROJECT NO:9874 ENG'D BY: TRIAD D 03-04-qq CAD NO: DRAWING NO: DRAWN BY. TRIAD A 03-04-qq E42265 C_2 DATE DESCRIPTION BY REV. CHK'D BY, SLIP E 03--04_gq SHT OF 0 PLANT -----------------------J�1QI�T1�----------------------------------------------------- _-------------- - - - - -------------------------------------- ---- I III I _ _------------------------- i ! I I ' , I - i--------i-------------�(0I ! )SE S NOTE: ! I ' CURB CUT I i I 2 8 9 B E DETA/ 4O (SEi I I CURB CUT RESIN SILO I (SEE DETAIL) / RO 8 B / RO a / R / R / R B cGR2 B / R 8 B 7 g B PAD SPILL BASIN � I � 05 SP. 1 9X2 CURB TAPER URB TAPER I I' (SEE DETAIL) I I I (SEE DETAIL) I -- - - - - -- I I CURB TAPER CURB +r-EF7 I I I (SEE DETAIL.) (SEE AIL,) 2 i i I I a B I of R h . 2 RO O I ! I !I \ N /7 SP. 4c 9X2 i , v I I C 0 30' L GI -IT POLE TPF 3 01 I I \ I I ! /24.20' 24' N /7 SP. 9X2 (.OJ I \ I -34 (S E N E> h D I 6' CONC. z I SIDEWALK �l m p I i Vlp O , / H.C. SP. 1D 9X20 RO ! II I b. W/ /-5' AISLE I ol�m I D w,f m I I - AMP (SEE OETAIU N I ° CG-2 6-25 b.°� ° �' , D ° ° ° ° D °b,° ° I I ° CURB CUT E E I I I I I I 4' CONC. (SEDTAIL) I i S/DEWALK RO 4' CONC. RO �/ RO / RO ° � I H.C. SIGN SIDEWALK I I I I I . D' (SEE DETAIL) I 'I I II I I — i I I \ \\ ► i I I , i III , II-------- I III i i i III I I I I I I �-------- Tll I i I I III I I I III I ; II I I I III i III I '� ASH 0 Outdoor /lghting f,lxtur-es for- ,park7ng lot sho// be arm I I I I I I I I ✓ mounted on o 30-moot pole with rectl/Inear- cut-off /uminalr-es II ------- ---------------------------------------------- II A I I � I I I ---- fi I I PATTON 9 contalning 400 wcatt super meta/ ho/Ide /(::7m,ps, fused, with II I I I II dark bronze f lnlsh and type /V dlstrtbutlon. I II I I II i No.OQ3 A I I I I -- -----------------------------------------------L----------------fi I td I III i i i III I •I �� III-------- --------- ---------------L------------------- L------- fill I i toftL -- -------- I MANUFACTURING AND STORAGE BUILDING FLOOR ELEV.=690.00 SITE ZONED M-1 --------- -- I I ---- �/ I I I 20 O 20 40 60 80 WINNOWER SCALE:/"-20' I:11AID TRIAD ENGINEERING, INC. P.O. BOX 2397 WINCHESTER, VIRGINIA 540-667-9300 P.O. BOX 245. 10 NORTH PLEASANT STREET NEW LONDON. NEW HAMPSHIRE 03257 PHONE:(603)526-2585 FAX: 1603)526-9468 STAHLMAN PROJECT NO:9874 THIS DRAWING IN DESIGN AND DETAIL IS OUR PROPERTY AND KRAFT FOODS INC. MUST NOT BE USED EXCEPT IN CONNECTION WITH OUR WORK. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED AND KRAFT CORPORATE ENGINEERING CONFIDENTIAL. NO COPYING OR REPRODUCING. RETURN ON REOUEST. MAD I SON. WI SCONS I N DRAWING TITLE SITE PLAN PROJECT TITLE SCALE PARKING LOT EXPANSION 1.= 20' LOCATION: WINCHESTER, VA PROJECT NO:CD-025 ENG'D BY, TRIAD D 03-�n4-qq CAD N0: DRAWING NO: DRAWN By, TRIAD T O�q-qq-gg E42266 C-3 DATE DESCRIPTION BY REV. CHK'D BY, SLP E f)l--nq4-q-qq SHT OF r --- -------------- -`\ \\\------------- ----------------------------------------- — -1--- �\ ---------------------- \ \ ----_ - — — \\ - \ /------- ---- --k'� PLANT \ -- - --- ---- ---------------------------------------------------------------------------------------------------------------------------------------------------------------- NORTH _ _ _ ----------------- - ____ ---_-- ------ -- -= - --_ --��_ __ __ __ __ __ -- -- -- -- -- -- ------ ---- ------ - - - - - ------ I 1 I _ ----------- - I �- --- ----- --------------------------------------I _ t --- / I 6I90.00 1 I / - - -- \ / 690 -7 — — — — — — — — — — — — — — — — — — — — — T- I - /II ---692- 690 I I I I 1 1 I I I W/OE GROUTED \ I (SEE OETA/LJ EX. INLET T.C.- \ TOP=689.00 —S—E--\r\—�---P-IIIIIII IIIIII ---------------- ------------------------------------- \—\1CIIIIIIIIIIt IIIIIIIIIII --I--N-V--.---=6--8— 7--./0-0 -�-_0'0-W—�--/\O—R—E /6PT-9—FGItC\ROU- —T-E)--D- 6-9/—.-3T2--IIIIIfIIIIIIIIIIIIIIIIiI�- —TII IIIIIIIIIIII�IIIIIIIiI—I�N, ----- /�\-/ 9--/\ � - \�/-—\ --\ lSEE OETA/L------ 36—0-- —T—.C---— - - -----—_-------------------- ------------f-6--92---- -—--- ----_---�----------- --6-6699---9T22-3..C-4RESIN SILO PAD SPILL BASIN 690.50 693.54 TC -9 BEXINLE---___ ------------------------------------------------------------ FT TOP=6 50 12" RCP INV.=685.95 STORM SEWER C: 0.76 69/.48--.:66- —9/— 3./7—_• 4 -/ /—/ —6TTT—..CCi.C..--./—- 2/ y/-0�//II 1 � �/--6/6-9T-9-2'i3C-./—.658 _ — 9/6�2-8� 9.-2ii3'—/ —•i\T9� 3.�iC.0.-1 8I I II 1 I I I I-rJ�IIIIIiIIIIIII�IIIII n \ it' TOP63 INV.�85.51 ------------------------ -- -- - - - -- - - - --- - -- - -------------------------��------------------------------------------------ II 12" RCP STORM SEWER 15" RCP STORM SEWER 15' RCP STORM SEWER IT R IT 6' T.C.- 93.40 T.C: T.C.- 93.5 II— ---- - ------- - - - - -------- - - - - ------- - - - - -- EX. INLET 1 0" PVC 10" PVC TO�89.50 RSEWER STORM SEWER INV.=687.00 10" PVC \ STORM SEWERI—� NV. V EX. INLET 689.00 TOP=689.50 INV.=686.24 692.2/ ) / I ro mm T.C.- .C.- 62 ------ 688- - - - - 689.7/ ------------------ II /III I I II I I I I \I II I/I I IIIIIIIIIIIIIIiII I I !' II j /1 /I !!1/ / / / /i / I�1-----*- -- EX. MH------------686 TOP=689.00 -------------------- - - INV. IN 85.01 - INV. OUT=684.55 ------ I r------- 1 W`OE GP?OUTEL7 I 1 R STORM SEWER ��` k - - - - - - - -_- I I 1 I I II II I I I I II I I ! ---------------------------------- CSE INV.= -_ - -_- 684.00 ---- - - - - -- --------�-,�IIIIII'IIIIIIiI -�-- EX10'x15' RIPRAP" ==IIIIIIiIII I I III I �'! ► ! �� ! ! ; ;! � 'j � ! jI III I 'I I II IIII 111 II IIII II III II 'I I III;III�i II I III I �I � I --------- ir-- - - - - -- ---------r-------------r-- - - - - -- It -- - - - - -- I ------ILTH 0 �------------------------------I------------------------------------ ---------- ---------a------ ---------I--------- LPATION No.022933 ---------------------- - - - - ----- - - - - -- 55 I II I I !I , ';! !,ifi11 3 �1a, wx ---------L------------------�--- - - - - -- I- - - - - - - - - L-- - - - - -- - - - - I I I I NAL EX. 4'X8" I I I I I III I I GROUTED RIPRAP MANUFACTURING AND STO,tAGE BUILDING FLOOR ELEV.-''0.00 SITE ZONED K 1 1 � \\ �1) , I�\ THIS DRAWING IN DESIGN AND DETAIL IS OUR PROPERTY AND � � I�----------T-- I I I I 1 I I I I II I I I I I I 20 O 20 40 60 80 SCALE,/"-20' STAHLMAN PROJECT NO:9874 MST NOT BE USED EXCEPT IN CONNECTION WITH OUR WORK. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED AND CONFIDENTIAL. NO COPYING OR REPRODUCING. RETURN ON REOUEST CKBYL DATE I _DESCRIPTION lEED DRAWING TITLE PROJECT TITLE KRAFT FOODS INC. CORPORATE ENGINEERING MADISON, WISCONSIN GRADING PLAN PARKING LOT EXPANSION LOCATION: WINCHESTER, VA ENG'D BY• TRIAD D 01-04-99 DRAWN BY, TRIAD T 03-04-99 BY REV. CHK'D BY, SLP E D3-04-99 SCALE 1'= 20' PROJECT ND:CD-025 CAD N0: DRAWING NO: E42267 I C-4 SHT OF I . -------------- -- - - -- \���\---------------------1--------T--_-_---_!-- --- — _1- ----- STA. 8+89.29 PLANT------------- ��------------------- - - -�--� -- _-�-------------------------------------- _-- ------------- - -- ------------------------------------------------------------------------------------------------------- ------------ NORTH --- - - - - -- -----------------= - =-= - = =�--�- -- - __ -- -- -- -- -- -- ---_ -----_ --------- - - - - I --------- - - ----- - - ------ - - ---------- -- -T --- \--------- / / / I — --- It ----------------------- I I� I I I ----------------- 6,9 j I 690.00 Ae \ I / p I " " — — — — — — — — — — — — — — — J/---- 692-----------' — 690 -------------- - - - - -- - I I------------------------------------------- - - -J'/ / PVi STA. 3+01.5 / EL. =693. 50 MO=��0 ` \ � EX INLET------ I TOP=689.00 ISE I - - -- INV.-87.00 \ • • . • • . . • / / PVI STA. 0+80 ----------------- --- ------------• ----- / EL.=693.50� I I VCO RESPAD ILO I �_- \--------------- ------ / \ SPILL BASIN ---- O — — --- ------ - - - - -- -- -- -- EX. INLET iQ _ TOP=61 .50 _ 1 T 12" RCP INV.=685.95 STORM SEWER ' - � — — — — — — — — — — — — — — — — — — — \\ ➢ A I I I EX. MH ��0� I I I / TOP�91.63 \\ F��i i NV. =685. 51 i \\ / \\ II / �f� - - - - ---- -- -- - -- - - - - - - - - - - - - - - - ��- --- - - T---- - --- --- -----I�---- --� - --- ----- --- - ---�\-------------------------------------------------------------------------------- --------- - III 12" RCP STORM SEWER \ 15" RCP STORM SEWER N 15' RCP STORM SEWER _ - --- ---- ----- --- iT ff i---------------------y�-------- c9 -- _ -- 8' W------ LL --- - - - - ---------------- - - - - ---IL---------I---------------------JL--------- o-------------- - - - - -- 11 6 _ iH --- ------- - - - ---t---10"F--------------------------------------------------------H------ ----------------- _--------------------------------------------- --IL--------1----- I 8 F I / iVT/1--------------I-Lu--------- \-�------- ------------- --- - -- ------------- - / �/ I I \ I II II II \ I --- �--------------------------------lt---------------l��ll------ ,�/----<�--- � -------+-1-11-----------�------- -- - - - -- ------------------------------ ---------------T--------- - --- II r------ ----�r------ � ELEC. ���I _ �------------------------------------------- - 4-1------�------->(-- ---------------�-- II— I II-- ----------- --------------------------------------12 W----------------------- - ----------- ----_- --- -- - - - - - - - J-- ----- II ------- ----------- -- ------ MH --- ---- --1 i _ ___ ___ I I _ / J EX. INLET 10" PVJC loll PVC �� / \\ `} r--I+--- - -- -1---' / ��---------- - -------------------------- - - - - -G - ----------------------------- - - - - -- -- ------ - — - - -- 1 3 - ----/ i --�\--------�I'-----i- TOP=689.50 STORM SE-WER STORM SEWER INV.=687.00lo" PVC STORM SEWER r- /----------- - - - - -- �� --— --_ 1 92 I 1 iNV.= EX. INLET I II 6 I 689.00 I I NV. �86. 24 METER II TOP�89.50 I II WATER I 1 1 \ II // � 1 i I II I I/ \� 4 II I I 10 I I I \ n X N I I 0 II 0 1 � 1 S T / II I II i I II Ilo 0 I I X I / It 1 \ I I I I l l I GENERAL EROSION AND SEDIMENT CONTROL NOTES LEGENDMX \ 11 /, �= -��' II \\ 1 I I i i ► II ES-1: Unless otherwise indicated, all vegetative and structural erosion II I(9 and sediment control practices will be constructed and maintained according to minimum standards and specifications of -the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. ES-2: The plan approving authority must be notified ome week prior to the pre -construction conference, one week prior to theB commencement of land disturbing activity. and one week prior to thEe final inspection. ES-3: All erosion and sediment control measures are t© be placed prior to or as the first step in clearing. ES-4: A copy of the approved erosion and sediment conffrol plan shall be maintained on the site at all times. ES-5: Prior to commencing land disturbing activities iln areas other than indicated on these plans (including. but not limited tho. off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6: The contractor is responsible for installation oIf any additional erosion control measures necessary to prevent erosion sedimentation as determined by the plan approving authority. ES-7: Site grading is to drain to the silt fence cuIvelrt inlet protection at all times during land disturbing activities until final stabilization is achieved. ES-8: During dewaterIng operations. water shall be pumiped to the silt fence culvert inlet protection. ES-9: The contractor shall inspect all erosion control measures daily. Any necessary repairs or cleanup to maintain +the effectiveness of the erosion control device shall be made by the close (of the day. The contractor shall be responsible for the ultimate remov(al of all temporary sediment control devices. CONSTRUCTION NOTES i. The contractor will be responsible for applying for and obtaining any necessary disturbance permits which may be required by Frederick County prior to the start of clearing and grading activities. 2. The contractor shall stabilize all disturbed areas within 7 days after the area is brought to final grade. 3. Stabilization shall be by permanent seeding and mulching as follows: G. Scarify the top 1" to 2" of soil after final grades have been achieved. b. Add pulverized agricultural limestone at the rate of 2 tons per acre. C. Seed with the following mixture: Seed Type Rate Min. Purity Min Germ. Tall Fescue 60 Ib./ac. 97% 85% Red Clover 8 Ib./ac. 95% 65% Ladino Clover 8 Ib./ac. 95% 65% Annual Ryegrass 12 Ib./oc. 98% 85% d. Small grain straw mulch shall be spread at the rate of 1.5 tons per acre. e. 10-10-10 fertilizer shall be spread at the rate of 1,000 lbs. per acre. N0. TITLE KEY SYMBOL I / / 0 _ I\ J' I I I I / CO \ [3.05 SILT FENCE S [ X— X X—X STOR • I I � I DRAIN 3-07 NLETTMPROTECTION IP 1 x------ -------------------- ---------- ---------- PROTECT II ------------------ & I I I I I 1 I I I I 3.08 CULVERT INLET O t�/ I I I ION CIP EX. MH o I I I I// _--------------688686 �( \ l TOP�89.0--%�------- - -_-- �' � I I i I I II INV. IN=685.01 , ��/ x ------------------ INV. OUTdi84.55 II--------- --------------- /u ------ --------- --- I F`r-- I -- - - — - - -- - F .30 TOPSOILING T Q---�-� \(� ---------- --------- --- I 1 R S ----- I I / -------------------- ------------ I I II I I II NV.=- - - - - - - - - - - -- ---- 684.00 - - ---------------------------------- ----PERMANENT SEEDING ----------- 3.35 I �\/) U �-�• MULCHING I- I II I EX. 10' xi 5' 1-------- RIPRAP" \\\ \\\ \\ I II II I I' I ;II III It I \ \ \\ I I I I I I / 0 1I / � I � �0I I \\ I 1 11 t l l l I 11 J , I I II I I I I I I I I I I I I I I I I II I I I II II 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 1 i I I I I I I I I I I I I I I ---------i-------------------r------------------i---------I�-- - - - - -- I I I I rll I I 1 I I II I I I I - - - - - - -- I II i j 11 j II III i i _J---------- 1 j II OLTH OF -------- I 0 f I Ii-----------------I-------------------1--------- I---------L--------- I II I I I j II � ATPON a r o. I I � - I I I I II ------- --------->--------- ------------------- I------------------- I I III -- - - - - -----------L-------------------------- I---------1--------- - - -- SIONAL E I I 11 I I I I I I I EX. 4'X8" GROUTED RIPRAP 01 I I I I I — i� 1 / / I THIS DRAWING IN DESIGN AND DETAIL IS OUR PROPERTY AND IIF I I I I Irk ------;-- - - - - -- -r - -- -- --- I I I I I I I I I III I I I 20 0 PO 40 60 BO SCALEc1"-20' STAHLMAN PROJECT NO:9874 MIST NOT BE USED EXCEPT IN CONNECTION WITH OUR WORK. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED AND CONFIDENTIAL. NO COPYING OR REPRODUCING. RETURN ON REQUEST. CKBY DATE DESCRIPTION KRAFT FOODS INC. EKRADTCORPORATE ENGINEERING MADISON, WISCONSIN DRAWING TITLE PROJECT TITLE EROSION & SEDIMENT CONTROL PLAN PARKING LOT EXPANSION LOCATION: !INCHESTER. VA ENG'O BY• TRIAD D 03-I4-9Q DRAWN BY: TRIAD T Q-04-4-999-99 By REV. CHK'D BY• SLP E �33 L� i� �4-g9 SCALE 1'= 20' PROJECT NO:CD-025 CAD NO: DRAWING NO: E42268 C-5 SHT OF c 4 w / I >-•--------•----•----•-- --•----•----•----•--- I / I 1RETA I L - - - - - _ EXISTING STONE CULVERT �' / \ ' 1 5 / I - - - I DENSE TREES & BRUSH ---------------- --- RETAIL _ - �•� I 69g RETAIL �'\ I / / \---- ZONED DAB 3 1 / ' - - - ZONED B-3 \ ZONED B-2 ` ^ �\� I o 54 ((A)) 85 43 ((1) A 1 \--_----------------------------54 )l 4 --- _ -----_-------_-_-_--__--_-__-----_---__-_._ -_ -� --_ -_ -' -_-__Y - --------------------------------------- -- --------- -- ----__--_-_ •- ---, ---- ,_ - -• _- �- _- --_ -------_-_ __-__----------_-__--_-_---------------- _-__-----_-__- -- --' _ - - - - _� 1 \ - \------- - --- --- --------------- - - - - -- S -------_�-- _------- - - - --- - ------ s9 \� i-- -- __------_ s--------A--sus- 3------------'a---------------------- '�_ � '----\-'--------------- =i==_� _ \ -- -- -7--- - - - - - - _-}= - - ---- - _ :-S - - INTX. R.R= / p�)� -_--_----------_ --- -I----��-- __ _-------------------------------------------� `------ ----- ----- �j----------_--__-- ---7 STA. 8+89.29 1 ``� \`---J / -PLJiIVT - - _ �--� --� _- - �-- - - --- _ _ __ _ e _ NORTH ---------�� r i _-47°-22'_23_E -80 .05' �-- ��\_ �- /��- 7----------- -- 1 �- 1 �`- �i / INV. -- �\ ^- --- 3 =251�j < - FL 689.57 hTi 1}------'�\----------�'\ _ `A5'-12" RCP-----------------------------1 \------`-------------25' BUILDING SETBACK �,L----7--- ��r - _- -- --/ /'-- --- -_- ---'I--�/_-- L �,- // I I 1 I 1 1 1 ` J, TORM3EWER---.----- - _ _ __ __ _ _ \__--- _--_--_- _ 1 /,/ -•-- ___-- --- I I �_ `/\ - s2 - -� �\ _ _ _ ° - - --- // "` =--------------------- I I ,// ///' // 6' // I INV.= �-=73 WiLaLL{w------�/ 690.00 / �, IIII /�----------------- TITI l INV.= / / I I I---------J I I _ - - -- 692.00 , ,------------------- 111 / � ---- CHILLER DIKE I� \------------------------� i \ PAD FRUCTOSE )E INLET----------- ( 690- ii' \ / \ \ r / �] TANKS IOP iH9 • ne - - - - - - - --tt- I I > - - - - - - 1 i \ I \ RESIN SILO I INV. �87.00 I1111 / I PAD SPILL BASIN _ �� III \ I �I I I _------------------------------ \999 1 + 1111 �/ / \ -------------'' I IF � `� EX. I LEA of \� \ s' m 12" RCP I TOP 9. 50 _ i II \ I I I I 1 1 1 - - - EX. INI�T /---------- TaP�S93b-----------�ORIOISEWEit EX' --- �Fp9�n I II MH - - - - - --- -TOR=i" INLET m INV. i87.00 --- Q L - - `------- ri I OPi91.63 Ih I / S - - - - - --INV'.i86. 79��` -- �g _ - - 1Z =RCP STORTT S _ - TS"�7C�STORI� SEWER- -TV STORK SEWER- nNV . �85 s1- - - - - - - - - - - - - - - - - - - - - - - jjs - - \ I II 11 1 I I I - __ - --==r-----_- - �___----�I 69 1 Ilm �L-----------------8 JY_ TCI"� ________ -=�s =__- - -- _-0 ___-- - �' _ II \ yl I {. \ -- S, � IIII ( Tr II r ;, � Flit-- �---------------------r-- m / I / � S - I I I1111 1 I \ 8------------- S -----� -- --_E -----_-�_ 11 \/I I s , II 11 ` I r-E-----�1---------- /� -- -------------------------------- --- - I ,1, -- \---------��-- LL---- II---- ----I IIIL,------------------ -tz" w-----------� -�-� - --- / , T--G------------------ - �- ? + \ I 11 I \ 10" PVC 10" PVC 8' F EX. INLET 10" PVC 10" PVC _Z- \ , -------------------------------------- ------------- 1 STORM SEWER STORM SEWER TOP=689. 50 STORM SEWER 10" PVC STORM SEWER = - - - - - - _`_j -:1 - - ` < / 1 1 1 1 1 1 1 / I INV. =687.00 STORM SEWER I r l INV. \ EX. INLETOPT 89 50 WATIE / I I 1 689.00 // I\ I 1; \ I I11111111 IIII \ I B \ INV.=686.24 I MPl ql I ` I I 1 III \ I I\�/11 �s 1 \ 11 I III+ I ' I I I VACANT � I Ih ZONED M-1 + \\ I I ( II III 1 111111 I \ I I 113 I I \' II // I\ 1 lil I I I 43 ((A)) 36 r\ - - -- p I \ sgo 1 + \\ I IIII 11111 \ I II ------------------------ ---- - - -�-- / \ I I II ------------- - - - - - - - - - -- --------- 693 / I 1 1 1 1 11 11 EX. MH I II I --- _ 1 �� \\ / / II II I l \ \ TOPi89.010 15" RCP STORM SEWEpp I-- ----------- - -- UI I I I I I \ \ \ \ INV. IN=685.01 6= / I 1 IIII 111111 \ B I \ I INV. OUT 84.55i 0---------------- ----- - - - EX. 10' xl5' 1 \ \ I \ 1 I I II111 111 RIPRAP" /r� l� \ I I (} l i-- �---- - � /I +s1 I11 1 --� --- --- ---- - ,w I I \ I CT / / \ / I �- 1 � \ S9 r I II II1111 II IIII I I------�---- --- -- I---- --m I II II � v+ I I I I I 1 t4--- �---- --a I I I I I I II V I m I \ 1 11 11 11 11 11 11 1 111 I I I POST -DEVELOPMENT \ I I I--- I I I I } 1 IIII 111 1 ANO ASSUMED \ I---�-------�---- _ --�-- GROUTED R PRAP I I ^ I I I II I I \\� + I \4 1 I 11 I I I I I �I t--- -L- �- �- I I I II 0 I \ sg I I 1 I 1 1 1 1 1 111 I PRE -DEVELOPMENT MANUFACTURING AND STORAGE BbkQING I L L -�' -l� -�1 ` �� l� I I I 111 I 1 I / 93 I sg - - „� PP 1 1 1 1 \ FLOOR ELEV. =690. 00 I I I I 11 11 1 1 11 1 I ORA/NAGE O/V/DES BUILDING FLOOR AREA 217.'114G SQUARE FEET\ I I _ II I III I a 1 3 \ + /� lol / I 1 IIII`` /IIII I MANUFACTURING I / zl 1 I I I \ I- I I--- --- ----- --- I tl I \` 6y / VACANT I I / \ I I I ZONED M-1 I _ _ _ _ _ _ _ _ _ _ I I o I I ZONED M-1 IC \ 1 / 54 ((A)1 36H I I ^ I S / 54 ((A)) 36G In/ / I IIII I I \ I I I I �}------�--------4---- 1 -i---- ---III II I / ?g I� I I 1 - / I I- �- -♦ } I I II II \ I --- I I +\\ --- - 1---- I I I INV. =I I I m III I \ \\ I 1 / --- I------J---- F -- ---- - I I I I 679.43 L I r I / I 69� I// / \ /�� \ I \� EX. 56'E30" RCP STORMISEWERI 1 1 I I \ -L---------------� - ---I- - - 1 II 71 I T-' � � I I I II T----- �/ \ /- ���\,l �� ��R-rt -_-J `�--J LIT, I� r--11-- INV.=�\ 1679.00 \ I I `} --- I I I EX. 14' X20' ww I \I---�------�---- --�--- RIPRAP-- --� / I / I / ow T I---J-------------J--- -- - I \ 690 o I I\--- I I I - I \I �}--- ---� - ---� -----� -- ---� I I i I IR U ED RIPRAP III EX. 2-4" _ _ I I I I v I CONDUIT IF F� =�I� II I� v / / 6 IN I I I - \--- ' I L--- ---I I ; I I I M. EX. MH I TOP=685.90 1 -�--- I I I I \\ / / / / I / / \ I INV.i80.64 1 5" RCP 1 0" RCP 10" PVC I I I =I I I STORM SEWER �� ► o, I\ I J I STORM SEWER STORM SEWER l �- I B„--- �\ ICI I �I I - ISTORM is ER \ STORM SEWE l�I / I I �STO WEFt I �TORAi / / / / I �I I n--L--I-----------6" PVC SAN. SEW-1----L L 1 lI__ --_j nl I --- II���--J __- --_I_i I 11 -TIII - II IEX.�SAgNg.�MH I 11110 IPVIC TOFjM SEWER 8" PVC STORM SEWER I I : I I b 1 I I \ / o _�_a__�a�-e t� c I I ------ �\ /\ o o � JNV. UT�'i84. 00 �I. � I - - _ - - , i l I II > > d I I TO GO- I L INLET TOP�85.80 I I II II I / \ F-------_______--------- I----- / / I I I I I I IIII I I [ 00 EX. INL�T ¢ / 1 ' ` - - - - - TOPdiB5.80 INV.�83132 I I II I I II--IFJ / EX. MH 1 \------------'` ---------------- --I -J I 1 I1 I ` --// / I POST -DEVELOPMENT r------II I 11 I I INV.�82.88 IEX.IMH I II I TOP�89.00 1 r------ _--6B4-------------- - _� I I I I I II I /INV.i84.00 Ilan--------- I I -j I I I �______________ I NI FLOW PATH - - - - - - - - - - _II _- No EX. SRU MH TmP i85.9m I II I / f, // ��------------------------- I 4- I­ l I I - -----------t"-tN�i�75-- �I----� I / --- °I II I MANUFACTURING 6 / --- - I I � - - - / , / / / / / I h IINV. IN=682.00 INV.OUT�79.57 \ II II - 1< /� \ - - - - - - - - - - - - - - - - - - - - I I I I ZONED M-i 9� / INV.OUT�79.30 Iloo \ / / 19 i /----------- - - - - -- 1 ` I W, I I I 80� ^ -� I� I - - - - - I I 43 ((A)) 36L 6 II" ly I III \ ,�� /�--- I ` I W, i I i / \ y IIN Iz m III \68�J -/ / to �� / , I \ / EX. 20,X25' 1 II ' IIN I , / / GROUTED RIPRA¢ \ I 1 � I / / 0 I' 1� i / / �\ II; 1m " 110 I / , I� i / \ / I I I m� II m I� I I; I I F �� i i' ASSUMED ,\ I I I I II I S + � I I \ \ \ I / I I m 1 i / / 610 PRE -DEVELOPMENT ^ / / \ III II I / L II 11 l Ilp I / // 1 ��' FLOW PATH �a \ I 1 I JI I I I 11 \\ + -sg / I I I I' I I�. �------- II II I � � I I \ p I--- 9�--- WBIII I `-------------� ___--_FAQ--___- --- J / i 75' BUILDING SETBACK ------------------------ ----- -- �.-------------------------------------------� -� I I I s I I-�- - -F t +--------r------ -- --- - -- fie,'-------=----���---- ------ ------------------- - - T` \ L------ I---�--t--�----- -10" F------ II �/ � �_ / -6e4� \ \ \ \\\ II II �' / 678.80 // 1 1 \\ \\ I X. METERIN MH 1 I I I I \ 1 TOP�83. 5 674 - - -- 7 1 1 1 I I I - \ ---------------------- �I-------1 --tN0. 7. 1 EX. 90'-30" RCP r--------II--------- / , / \\\-- I 1 I , 1 \ \�----------------- I \ \ \ STORM SEWER I I l \ \ \ \ r \ \ - - - - LF - I �"ti 673.�Q I I y - I \ \ \ I I �^� L - - - - -- -------------��- I I -- / w I l I / `------------------------- --- ---- --L- I 67 C A=81 qD' I I 'I INV.= ----1 - I I NV.- ��\ '' - \\ �X-15_gCi--\_ A 81.�E8�I/ 1 0� 681.35 1 I Im - - - J n \ 678.00 - - - - - - - - - - - - - - STORM SEWER \\ I I I,I,TH II �. 1`-------------------------------- - - - - - - - \ ` - --i-------- / --- -L------------------------------------------------------------------------------------- -- - ---------------------`\-------------------------------------------------- -- -- -- -- -- -- - ---- r - -- -E-- S 47• 22' 23" W 1042.17' ---- -------------_-_-----------�---- -- - - -------------- - \ \1002 6 \ -\-- \ \__-------------- , ------------------------------- - ______ AN. MH Sy \ \ \------------F------------------------------------------------- ___ it - - - - - - II \\ / / \ \ __ ITOP76.05 �`--------- - - - - -- \\ f / 11' 1 \ PAWON FT- /�� WEST BROOKE ROAD ( ROUTE 1 320) 1� \ \ / II I NO. ` \ ^ \ \ \ EX. 60'-48" RCPJ Il g6 POSTED SPEED-35 M.P.H. 1 68A ' ' ' EX' 2-4 \\ / I I I I STORM SEWER- -6 - - -FOB?.CONDUIT I \\ I /-------------_►r \------------------------------ ---- -- -- •-`------------------------------------ �1------------------- ----------------- VACANT ` /-- S ONAL E --- --------------------------------------------------------------- - - - ---------------------------------------------------------------------------- _I ZONED M-1 I I \` 54 ((A)) 36A 2O' SAN. I ; / / THIS DRAWING IN DESIGN AND DETAIL IS OUR PROPERTY AND KRAFT FOODS INC. SEW. ESM' T. _ _ _ _ MUST NOT BE USED EXCEPT 1N CONNECTION WITH OUR WORK. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED AND KRAFT CORPORATE ENGINEERING CONFIDENTIAL. NO COPYING OR REPRODUCING. RETURN ON REQUEST. 6gp�- _/ / MADISON. WISCONS[N \ \ I I _ _ \ / / DRAWING TITLE �4AD DRAINAGE DIVIDES TRIAD ENGINEERING, INC. Engineering Corp. \ \ X 2397 BO X OPROJECT TITLE SCALE P.O. BOX 245. 10 NORTH PLEASANT STREET PARKING LOT EXPANSION .. ._, WINP.O. R, VIRGINIA 50 O 50 /00 /50 200 SCALE: /"-50' 50.0' MAX SPACING BETWEEN EXPANSION JOINTS PRUNE //5 OF LEAF ,AREA BUT REMOVE EXIST. ASPHALT RETA/N NATURAL FORM_ SPRAY SPRAY WITH WILT -PROOF ACCORD/NG CONTRACTION JOINTS (TYP) PAVEMENT (SAW CUT SEE NOTE 2 FOR SPACING NEW 24" MIN. W/TH W/LT-PROOF ACCORD/NG TO MFR'S. TACK COAT TO MFR'S /NSTRUCT/DNS /F FOLL/AGE PRUNE //5 OF LEAF PAVEMENT /NSTRUCT/DNS /F FOL/AGE /S PRESENT. IS PRESENT_ REMOVE CONTA/NER 12" EXISTING PAVEMENT AREA BUT BETA/N MIN. FROMTOP OF BALL. NATURAL FORM. 1 I I I I I I 1 I I I lY7 /7Ti7 u1 u1 I 1 I I I I I I 1 I I I BASE COURSE RUBBER HOSE I 1 I I I I I I 1 I I I PRIME ___________ COAT SUB BASE COURSE 77r77r7777r77777,r7777717 OO�UBLE STRAND OF/2 GAUGE GALVAN/ZED W//4E TWISTED (THREE GUYS PER TREE. 3" MULCH /N SUB GRADE GROUND LINE /20 DEGREES APART). GROUND LINE SAUCER. FLOOD NOTES TO BE 4" TO 5" TO BE 2"-3" W/TH WATER K BELOW GRADE 2" x 2" WOOD STAKES OR/VE/V BELOW GRADE 7-W/CE /N 24 1. ALL SIDEWALKS SHALL BE 4"' THICK INTERFACE NEW PAVEMENT AT_ LEAST 3' INTO GROUND. HOURS. UNLESS OTHERWISE NOTED. 2. CONTRACTION JOINTS SHALL BE SPACED WITH EXISTING PAVEMENT WRAP WITH WATERPROOF TREE WRAP 2" MULCH 5.0' INTERVALS FOR 5.0' SIDE'WALKS. TYPICAL SECTION AND SECURE WITH TWINE. cv , 3ACK1`7_/LL WITH /N SAUCER NOT TO SCALE N PLANT/NG SOIL STANDARD JOINT LAYOUT FOR CONCRETE SIDEWALKS RECONSTRUCT BURLAP FROM TOP OF BALL. _i LAYERS. EARTH SAUCER /N DEPRESS/ON, W WATER EACH LAYER FLOOD WITH WATER TW/CE /N 24 HOURS. UNT/L SETTLED. /2" DO NOT T AMP. NOT TO SCALE � ? MIN. L IN RAMP SURFACE SHALL HAVE 0 BOTTOM OFP/T COURSE FINISH CONTRASTING TO p SURROUNDING WALKWAY 3ACKF/LL W/TH PLANT/NG SOIL SH/�C UB I=LAIVT//VG OET,a►/L SUB( HAl)E CO 95X IN 8" LAYERS. WATER EACH LAYER UNTIL SETTLED. DO NOT TAMP. NOT TO SCALE -7/77/7 D (v SIDEWALK SECTION D LOOSEN SOIL IN F'L,A/VT SCHEOULE 0.50, BOTTOM OF P/T 7 EXPANSION JOINT m w !MATERIAL ( N a- b TREE PLA/VT//VG .A/VO GUY//VG OET.A/L SYMBOLOUANT/TY COMMON NAME HE/GHT CONO/T/ON TYPE Q' o • �h U) 1 B 96 8oxw000 3' CONTA/NER SHRUB Q yQ� c\wQ b f p11zi NOT TO SCALE RO 20 RED OAK 6'B8e B TREE Y� O) SUBGRADE 0 95/. CD 6'-0' 3'-0' 6'-0' EXPANSION JOINT PLAN — 0.1" 12:1 SLOPE 12:1 SLOPE WIN 12'' 31/8, INTERNATIONAL S, Q SYMBOL OF ACCESS 77777 (SEE NOTE 5) D D D o0 BLUE BACKGROUND 11/4 SUBGRADE @ '95X LID &- 00"HOLES LOCATED FOR METAL POST n ALIGN, WITH HOLE DRILLED ELEVATION TON) -AWAY zaf ON 1" CENTERS IN METAL POST. EFLECTIVE (MOUNT WITH 5 I CONTRACTION JOINT /16x OF BOLTS, �? TOP AND BOTTOM OF SIGN.) GROUTED R/PRAP C G -12 HANDICAP RAMP METAL POST d50=0.75' TYPICAL SIDEWALK DETAILS NOT TO SCALE 00 NOT TO SCALE N (V 111I IIII 12"PLANS �7° so° NOTES CONC. FOOTING 1. METAL POST TO IBE GALVANIZED. ALL BOLTS, NUTS, WASHERS, AND SCREWS MUST BE RUSTPROOF. �2 2•CONCRETE FOR FOOTING SHALL BE OF PORTLAND CEMENT AND -71 HAVE A MIN. COMPRESSIVE STRENGTH OF 3000 P.S.I. I R 3. SIGNS WILL BE FROM SHEET ALUMINIUM 2MM IN THICKNESS R/PR.a►P OET A/L F- (?`-II� OF PARKING SPACE 4.MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) 50MM HIGH NOT TO SCALE- 5.THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR 6" WIDE STRIPE, I FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND, APPROVED 2' To 45° INTERNATIONAL BLUE COLOR (FED. STD. 595A, COLOR 15180). 2" SM-2A BASE COURSE SUBGRADE I N T E R N AT I 0 N AL HANDICAP SYMBOL 6. SIGN POST SHALL HAVE MIN, 600MM CLEARANCE FROM BACK OF CURB. HANDICAPPED PARKING NOT To SCALE SIGN FOR THE P.AV E /i1�1 EV T / SECT /O/V STRIPING DETAILS == USE 5' WIDE LOADING ZONE FOR ALL HANDI-CAP PHYSICALLY HANDICAPPED NOT TO SCALE PARKING SPACES UNLESS NOTED AS "VAN ACCESSIBLE'. USE 8' WIDE FOR "VAN ACCESSIBLE" SPACES. NOT TO SCALE /VDT TO SCALE CONSTRUCTION OF A SILT FENCE SILT FENCE DROP INLET SILT FENCE CULVERT INLET 36" 60" (WITHOUT WIRE SUPPORT) PROTECTION PROTECTION 1.SET THE STAKES. 2.EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. / 6'MAX DROP INLET / / / 2 X 4' WOOD FRAME WITH GRATE CG-2 / �ENDWALL --------------- CG 2 1.5' MAX. TOE OF FILL' CULVERT EDGE OF PAVEIMENT CURE CUT DETAIL FLOW--------- -- Tr Tr 3' MIN. , N 0 T TO S C A L EE GATHER TO STAKES AND EXTEND AL 4.BACKFILL AND COMPACT IT INTO THE TRENCH. THE EXCAVATED SOIL. ..STAPLE FILTER --------------------o -•------- --'-- 2' Radius �/ �/ ---�� o ------- ------ ----- EXCESS 0 0 / AT CORNERS ° . / ° ° TOE OF FILLI,TH Q4, PERSPECTIVE VIEWS o Ccncrete to be Class A3 if e , STAKE SILT FENCE -} O cast in place, 4000 PSI if e I I I� I �J a DISTANCE IS 6' MINIMUM IF FLOW 1 ✓;_Aj precast. ° ° ITITW FABRIC JII IS TOWARD EMBANKMENT �r 6O" Surface / — %� m ° / PA'I'I'ON a n n I r FLOW I r NO.OQ79Ci ° SHEET FLOW INSTALLATION TT II I T Base~ (PERSPECTIVE VIEW) Imo' � MIN.NAL $lbba5e I 'MAX 6• ELEVATION OF STAKE AND A A B FABRIC ORIENTATION DETAIL A I THIS DRAWING IN DESIGN AND DETAIL IS OUR PROPERTY AND FLOW KRAFT FOODS INC. EDGE OF PAVEMENT _ _ WUST NOT BE USED EXCEPT IN INVENTION RE WITH OUR WORK. KRAFT CORPORATE ENGINEERING C G - 2 CURB D E T AIL ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED AND _ CONFIDENTIAL. NO COPYING OR REPRODUCING. RETURN ON REQUEST. MAD I SON. WI SCONS IN CURB TAPER DETAIL NOT TO SCALE SPECIFIC APPLICATION DRAWING TITLE DETAILS NOT TO SCALE POINTS A SHOULD BE HIGHER THAN POINT B. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE TRIAD ENGINEERING, INC. Engineering Corp. INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER P.O. BOX 2397 PROJECT TITLE DRAINAGEWAY INSTALLATION THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT P.O. BOX 245. 10 NORTH PLEASANT STREET ALE (FRONT ELEVATION) EXCEEDING 1 C.F.S.) ARE TYYPICAL. THE METHOD SHALL NOT WINCHESTER,VIRGINIA PARKING LOT EXPANSION APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS 540-667-9300 NEW LONDON. NEW HAMPSHIRE 03257 NO SCALE IN STREET OR HIGHWAY MEDIANS. PHONE: (603 )526-2585 FAX:(603)526-9468 LOCATION: WINCHESTER, VA PROJECT NO:CD- 25 ENG'D By. TRIAD D 03-04_gq CAD NO: DR,AWING NO: STAHLMAN PROJECT NO:9874 DRAWN By, TRIAD A n3�4-HH E42270 C 7 - - - -- CKBY DATE DESCRIPTION BY REV. CHK D BY• SLPE ��9i�4-qq SHT OF �` q GENERAL NOTES VDOT CENEAL NOTES LEGEND VICINITY MAP EXISTING INTERMEDIATE CONTOUR - - - - _ _ 33 __ - -- - - SCALE 1"= 1. 2. 3. 4. 5. 6. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion Control Handbook. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation P g g p p (VDOT) and Frederick County prior to construction in existing State right-of-way. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. The exact location of all guard rails wild be determined b VDOT personnel. "A joint inspection will be held with the Developer, County Re resentat.ives, and Representatives tatives of the Virginia Department of Transportation P Y P P 9 P P (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and aved ditches as determined b this joint inspection." Refer to P P 9 9 P Y j P Virginia Department of Transportation (;VDOT) Guard Rail and Paved Ditch Specifications. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must b,e available at all times. V1. V2. V3. V4. V5. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and an other state, federal, or local regulations applicable. In the event of conflict between any of these standards, spec fications or plans, the most stringent shall govern. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. When working on VDOT right-of-way, all traffic control, whether permanent or temporary,It shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT s January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-.C. Y� Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER - -- 330 40 �_ EX E/P PROP E/P EX C&G. PROP C&G T T EX. 15 RCP �� n PROP. 15 RCP -� s _ Vl ? m n4 �o�T O Z ® Q � � "��jtTE XP. $�Ick �� �nl� _. _ _ _ �� ! ,�( Q7r' 0 z _ W LJ.1 Z (� �- W }- Q z W L J CC 0 W z Q o J N � Q Z Z �> 0 z w I- � W = v--- U LO Z 0 o _� - I a N - (0 0 O L N � r` ., w O Z� 0 a- Q J 5� � w Q I I- w w ECT INFORMATION PROJECT 7. 8. Warning signs, markers, barricades or fllogmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. V6. VT If required by the local VDOT Residency Office, a pre construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE P P _ rn a (7 Cf) Q) 0 �� STREET ADDRESS: 188 BROOKE ROAD 9. 10. All pavement sections on the approved Ions are based on a minimum CBR value of 10. CBR values less P pp P than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the fiield inspection. V8. any undetermined length of time. VDOT will also require 48 hours notice for any inspection. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance PROPOSED GAS LINE PROPERTY LINE FENCE LINE G - - - - # # # * # # # WINCHESTER, VA 22603 MAGISTERIAL DISTRICT STONEWALL PARCEL IDENTIFICATION NO. 54-((4))-4A & 3 CCOW501-10ATEP) LOT AREA 16.927 AC W� 11. 12. 13. 14. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site_ The contractor shall provide adequate nneans of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to irnsure that the streets are maintained in a clean, mud and dust free condition at all times. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also b,e obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. V9. V10. V11. in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. A Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined b the engineer and approved b VDOT. Y q 9 Y 9 PP Y EXISTING POWER POLE EXISTING TELEPHONE POLE EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT CG-12 AN%R JURISDICTIONAL STANDARD KAMP CONSTRUCTION b w e W o El DISTURBED AREA 5,160 S.F. CURRENT ZONING M1 CURRENT USE MANUFACTURING & WAREHOUSE PROPOSED USE MANUFACTURING & WAREHOUSE SETBACKS - BUILDING: FRONT: 75' SIDE: 25' REAR: 25' BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = 18' SIGNS: NONE PROPOSED ' < 15. All sanitary sewers and water mains anid appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 OUTDOOR LIGHTING: WALL MOUNTED , 16. 17. 18. 19. 20. 21. 22. 23. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed riot to construction. The contractor shall inform the engineer of an conflicts arising from his existing P 9 Y 9 9 utility verification and the proposed construction. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. When grading is proposed within easem4ents of utilities, letters of permission from all involved companies 9 9 P P P P must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. The developer will be responsible for th,e relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. The contractor is to verifyfield conditions prior to and during construction and notify Greenwa Engineering P 9 Y Y 9 9 at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has ben prepared, it should supersede the requirements in this note. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names aind telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. V13. All roadway fill, base, subsurface material and back fill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed b a qualified independent agency shall be conducted as required in the VDOT Y q P 9 Y q Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. V16. If required b the local VDOT Residency Office, copies of all invoices for materials within q Y Y P any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE 12 6 712.0 �> �� 15 OAK Tim 15" PINE A PARKING CALCULATIONS REQUIRED PARKING OFFICE = 1 PER 250 S.F.MANUFACTURING = 3 PER 4 EMPLOYEES WAREHOUSE = 1 PER EMPLOYEE OFFICE AREA = 37342 S.S. = 149 SPACES REQ. MANUFACTURING = 280 EMPLOYEES = 210 SPACES REQ. WAREHOUSE = 16 EMPLOYEES = 16 SPACES REQ. TOTAL SPACES REQ. = 375 TOTAL H/C SPACES REQ = 8 TOTAL EXIST :SPACES = 512 TOTAL H/C SPACES = 4 (VAN ACCESSIBLE) TOTAL SPACES LOST TO NEW CONSTRUCTION = 62 EXIST SPACES REMAINING = 450 PROP H/C SPACES = 4 TOTAL H/C SPACES = 8 EXISTING VISTOR SPACES = 10 + 1 H/C O � Q � Z '-' Q ►, A-, 4 E 1 Q Q W co O ,._, a W O W p4 A-, Z O x .�I `y � e <4 Z U� � ~ > - E - Q E-1 O W O 00 � W Q W TRIP GENERA TION DATA CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD Water/Sewer: Frederick County 'Sanitation Authority P.O. Box 1877 Winchester, VA. 2:2604 THIS REVISION AFFECT TRIP WILL NOT GENERA ON (540) 868-1061 Phone: Bell -Atlantic P.O. Box 17398 Baltimore, MD 21297 FCSA CONSTRUCTION NOTES (301) 954-6282 MISS UTILITY 1-800-257-7777 Power: Allegheny Power P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317' Gas: Shenandoah Gas ICo. -- - --7 1. 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. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. P.O. Box 2400 VA Winchester, VA 22604 (540) 869-1111 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. DATE REVISION ,DEAL COVER SHEET Project Name:\ / V , D , [1, NORTH A M E R I C A � L L C , 4. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. '. - b MARK D. S H Owner: V,D,O, NORTH AMERICA). L,L,C, Address, Including Zip Code &Telephone No. 188 BR❑❑KE ROAD WINCHESTER, VIRGINIA 22603 (540) 678-2077 5. The Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An applicaton for services must be made and fees paid. No.022837 p� /'�%� $ZONAL Developer: Address, Including Zip Code &Telephone No. SAME AS ABOVE SHEET INDEX 6. The Sanitation Authority shall tap all existing water lines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of Engineer Certifying Plan: Address, Including Zip Code & Telephone No. this work. 151 WINDY HILL LANE GREENWAY ENGINEERING WINCHESTER, VA 22602 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. (540) 662-4185 8. A double check valve 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 the assembly is mounted inside a building, a remote readout is required. PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND APPROVAL r DATE: 1 1-24-98 SCALE: ORDINANCES. ANY DEVIATION OR CHANGE �� IN THESE PLANS SHALL BE APPROVED BY % DESIGNED BY: THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Z IN DMINISTRATOR DATE * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL JOB NO. * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL SHEET 1 OF 3 Pm COlyTeOl'f" foam rows revcr�ow W.md>.m b>~ I I In..wdiiiiiiii.aft a..pkm m.ft. tr.n .aaitio..up ..« .o t trti,..�.r of 1r. �I.rE,>et< Chi q► a..it.t�o. 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PVCS,�.V.�L p � '��/Nl� > TOp 7 .. -//' // � �, � 1 P .110 \ ` \ ` \ .o. i C.o.lwl' � �f �� I ' S s�v.c P,EbPG •sE.Pi' � � ,� i � � / �o .I 0 � JOB I 9 -\ \\ \ I 6199 \ \ \y 0 Q \ \ 7ao\799z \ r,, '��� /� \c� 3'e/ ry �►I �u9C - VA6,41J 7- 8 7t17 yob V vj` �e �1� � � OUT697.01•S O 7 ; P� vJ �� 4fX0. 510& W 40 S E'40/MEA/jU7010A1-' /. OZA/A I.46e' D .SEO/,o /rCX1f5, f/EA/6�1r ze/E , AW co vsre&eWOA/ E-,c/%t.0A/Ce 5 Act'a s� ,0E /A/.S740L L EO .4r riyE 60VIAtIAl//40'a OF. CAA 40 40/-Tr&Z O/AEG Acririrr. Z AG L AD/J raeff E•D A4ACEA3 rO Q' ,, FXMd T-4rW Af .TaOAI AS 10W1ss1401e6 Ar74fe aZ#A01w6. .3..S ED/A./E'A/r 'owe eAEres AAVD AC«/AUIC/C/47Er0 ,3rler r0 QE .eeA foYE0 .Ifl*ee. D/.)'rezeaep AAeew iS ,eEimEserArr q ae .S rAd /C /1'ED. g . A ee 0WZ a SAyi4CL dE A ,"oeFOAe*wo /A(/ - — .I ccowAo. x1ce- "/rA// rIs/E eeoilav to SeA01WCX1r COAlzem hi/.Go~CA I \j / Ib • I //L �o 10. .:j I \ \ \ \\ PORAl f Y+� - G z\j CO APPROVED RFD�R/GIC CCUIVTV 7,01VJNC 401V1A1JS7-RATO)!? DAT£ �Q � — /O � �'.C/1T 6AP. 7/O TJP 4 PVc iAvv �oP ,a n Pt/c Z ©ie ' �'� x _ e ,PVC 5,4AI 700 74 LJ N -4t o `b h -N IQ '� o �` O N S g 3 Z ♦ o 4. d DAM - REV/s1ON / Z 6tJ9 Z-JO -d p 4zG rS UDoT B i8 �3 A�Icq/D�O PZ-4V f3 93 PF2 P44A),A 0VG C0it44fuvT5 ..5�4 eV17W A5' Y S E ZV E e A!e O F'/ G E DEVE•L Op'--�R V0 D 980 G ROO�E 2Z? • Ul/A/C/•/ES �E/?, VA• PH. 703- GG5 -O/OD OFVw �� rAI MARK D. SMITH Njo..0020 0 1 V % l4 L° S[JR F.A.P. CALCULArIDNS= /JAEA 917E = C. n5B Ac PEs E t' iST 8 U/L D A16 • C 8, G' 48 S. F pvOR BLO(5 & S/LD' JO4n 5•f TOTAL Bl Der. AREA G'-0) C n 7 S.,r _ /• Co sc. PPOP 14,4.R=/.Gz':�4,4.n.5,5'O.Z3 F.�./-P AL/owEZ) C) AMENDE0 SITE' PLA IV Von OR/GJNAL S/TE PLAAI *` 04e-dd J 7'0 All ,kVA 4 L D /-5 r.,e /C 7 - E SCAG E: 1*-40 DECE.-MB EAe Z , 1968 BEY/S ED DEC . 8- 1988 - /����"�BB elit/B� ii'Orc , 8 Z1071e9 Greenway Engineering & Surveying Co., Inc. V �.�MM� E:• /=L , of FR, R1J5T &,/ I at 3'-O ,. < ' elp - /04,17 F/LTE%1 efLOTf/ C--C T/ O/V N. -F 5, '7 G/NE ,o P,eoP �'' Cotic�eETE ¢000 PS / ir//FM NOTE: STABILITY OF FOOTING LOADS AND 6" RIP -RAP PLACEMENT TO BE VERIFIED BY GEOTECHNICAL ENGINEER EX. M�,NUF�iC % U�Z/it/� BLOG, �F. = 7/3.00 PROP. WARE14Ot15E ADOIT70N H = INzi�o 5q, Fr, 64 0001- Q N ►l '� _ " �°- , ; �X. 8" WATER LINE I . _ % �t J nit �. Q �i i10 7On// - — �i �8�g �y� .%� /-r u.' �-T �. ` TOP 707.90 u Ex. !2IF of INV. = 706,40 OL E� C, _ ! OUT = 705.44 Qmr POOF E- rz P a CAE' SECT/aNA -.40q a a _ 4-000 51 w FM E�/0 l- I P9QP. 50Mr, R r�P N 0 a N O T E S 1. All finished lumber shall be 2" x 4" minimun. 2. A mastic seal shall be provided, as shown, to prevent sediment laden water escaping untreated beneath silt fence installation. 3. Silt fence fabric shall be taut and securely SLdpled to face of upright supports. 4. Nails used to secure boards to pavenent shall be 20d x 4" mininum length. 5. Application design and materials criteria shall be as stated in the Maryland Standards and Specifications for Soil Erosion and Sediment Control. �. lnsa SF/.tp D�Sk6- k-Q= oN :SC PutiJ r(/tit�c SEAL. 1" ')n SILT FENCE INSTALLATION COtlil� s CbVCrnn1'1, nl ION ASPHALT PAVEMENT �J�05JONANP 5E0/1)f4ENr CONFedt Z6645NO 5� P1ZOP 5117-FEVCE cIP P!.'OP, C�/LVER7' //LET P,�pTECT/01V EROSION AND SEDIMENTATION 1. DRAINAGE DITCHES AND SEDIMENT BARRIER MUST BE INSTALLED AT THE BEGINNING OF LAND DISTURBING ACTIVITY. 2. ALL DISTURBED AREAS TO BE REVEGETATED AS SOON AS POSSIBLE AFTER GRADING. 3. SEDIMENT BARRIERS AND ACCUMULATED SILT TO BE REMOVED AFTER DISTURBED AREA IS REVEGETATED OR STABILIZED. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. 0 Z rc W W Z Z W < W � LU �Z oo Sf� o OC) N� azv�62 00 'P DATE: // - Z4 ` �g Ste: /" =1, 20' ICDESdGN EBD BY. - SHEET 0 OF 3 GENERAL NOTES 1. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and all other improvements shown or implied as necessary. Unless otherwise noted, specifications for all work will be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation, Virginia Department of Health, County of Frederick, and the contract documents. 2. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. 3. Contractor shall be responsible for all construction stakeout. All dimens'.ions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 4. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 5. Contractor is responsible for compliance with the requirements of SEC. 59.1-406, ET SEQ. Of the Code of Virginia (Overhead High Voltage Line Safety Act) . 6. An)r unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Engineer. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials, soil stockpiles, etc. 8. Topographic and planimetric information shown on this plan was developed by Sverdrup Corporation dated May 1, 1991 and provided by Kraft General Foods to Triad Engineering, Inc. CONSTRUCTION NOTES EARTHWORK NOTES: 1. Erosion and sediment control measures shall be in place prior to performning any significant earth disturbing activities. 2. Fill material placed below structures, controlled fill slopes, and the top ones ( 1 ) foot of pavement subgrade shall be compacted to at least 98% of the laboratory maximum dry density as determined by the Standard Proctor method (ASTM D 698). Fill placed below the top one ( 1 ) foot of the pavement subgrade, and all other areas shall be compacted to at least 95% of the maximum dry density as determined by the some standard. The moisture content of the soil should be at or within three (3) percentage points of the optimum moisture content. Compaction of the subgrade shall be certified by a professional engineeir or technician certified in the Commonwealth of Virginia. 3. Changes or revisions to these construction plans shall not be made unless first approved by the appropriate agency having jurisdiction over the change. 4. Traffic control signs shall comply with the standards of the Virginia Department of Transportation. 5. All exterior lighting shall be designed, erected, altered and maintained in accordance with the final drawings and specifications as approved by Frederick County. Light sources shall be screened to reduce visible glare from all adjacent properties and public streets. 6. For erosion and sediment control notes see the erosion and sediment control detail sheet. ROAD NOTES: 1. Subgrades on cut shall be compacted for a minimum of one (1) foot in depth. Subgrade in fill shall meet the compaction requirements stated above at all levels. 2. Areas of wet or soft material under roads or buildings shall be partiality over -excavated as shown on these plans. 3. Gravel used in base courses shall be constructed on a compacted subgrade free of organic matter. Gravel shall be VDOT type 21-B and shall be placed and compacted in a moist condition so that the fines remain rnixed with the coarser material. 4. Asphlaltic concrete, where applicable, shall be applied to the prepared gravel subbase following the application of a liquid asphalt prime coat. Asphalt shall consist of a plant -mixed bituminous material rolled smooth. The asphlaIt surface shall be smooth, seamless and of a uniform texture. Asphalt material shall comply with the minimum specifications required by the V'DOT Road and Bridge Specifications. 5. The elevation of new pavement shall match the elevation of the existing pavement at all intersections. SITE PLAN NOTES: 1. Parcel area: 20.00 acres 2. Zoning: M-1 3. Use: Manufacturing 4. Property Identification #: 54 ((A)) 36H 5. Magisterial District: Stonewall 6. Building Setbacks: Front=75' S i de=25' Rear=25' 7. Building Area=217,114 s.f. 8. F.A.R.=217,114/(20.00*43,560)=0.25 9. Parking Lot Setbacks: 5 feet from property line(s) 25 feet from any road rights -of -way (in M1 District) 10. Parking Space Requirements: 21,500 s.f. office @ 1 sp./250 s.f.=86 sp. 4 warehouse employees @ 1 sp./ employee=4 sp. 250 manufacturing employees @ 3 sp./4 employees=188 sp. Required number of spaces=278 Number of spaces provided=292 (210 sp. existing, 82 sp. proposed) Required number of handicap spaces=7 Number of van accessible spaces provided=3 (2 sp. existing, 1 sp. proposed) Number of handicap spaces provided=10 (9 sp. existing, 1 sp. proposed) 10. Parking Lot Green Space Requirements: Paved parking area=123,849 s.f. Required green space (5%)=123,849 s.f.*0.05=6,193 s.f. Provided green space=9.020 s.f. (7.28%) ABBREVIATIONS ,C/L OR CENTERLINE CONC. CONCRETE DIA. DIAMETER EL. ELEVATION ESMT. EASEMENT EX. EXISTING F.H. FIRE HYDRANT F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE HORIZ. HORIZONTAL INV. INVERT LAT. LATERAL LT. LEFT M.H. MANHOLE MIN. MINIMUM P.C. POINT OF CURVE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENT PVC POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS RT. RIGHT SAN. SEW. SANITARY SEWER SEW. SEWER STD. STANDARD STM. SEW. STORM SEWER TPD TRIPS PER DAY VERT. VERTICAL W/L WATERLINE X-ING CROSSING EXISTING r -- 2900-- ----2898---- 2876.3 ` IIAD TRIAD ENGINEERING, INC. P.O. BOX 2397 WINCHESTER, VIRGINIA 540-667-9300 LEGEND PROPOSED ROADS ----�+�� --- ROAD CENTERLINE SHOULDER/GRAVEL SURFACE CURB CURB TAPER • .. • .. • SIDEWALKS BUILDINGS RETAINING WALL FENCE GUARDRAIL TREE OR TREE LINE STREET SIGN PROPERTY LINE EASEMENT SANITARY SEWER AND MANHOLE STORM SEWER GRATE INLET END SECTION END WALL WATERLINE GATE VALVE TEE FIRE HYDRANT DEAD END WATER METER z9oo MAJOR CONTOUR 289a MINOR CONTOUR SPOT ELEVATION 2893.66� ------------ LIMITS OF CLEARING AND/OR GRADING �,,,LTH OF D PATTON a �SI�NAL E� THIS DRAWING IN DESIGN AND DETAIL IS OUR PROPERTY AND K RAF T F 0 O D S INC. MUST NOT BE USED EXCEPT IN CONNECTION WITH OUR WORK. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED AND K R AFT CORPORATE ENGINEERING CONFIDENTIAL. NO COPYING OR REPRODUCING. RETURN ON REDUEST. MAD I SON . W I SCONS I N DRAWING TITLE NOTES 8 LEGEND PROJECT TITLE SCALE PARKING LOT EXPANSION NO SCALE LOCATION: WINCHESTER, VA PROJECT NO:CD-025 J ENG'D By, TRIAD D 03-04-qq CAD NO: DRAWING NO: STAHLMAN PROJECT NO:9874 DRAWN By, TRIAD T ns-D4-qq E42264 C_1 CKBY DATE DESCRIPTION BY REV. CHK'D BY, SEP E 03-04-qq SHT OF Engineering Corp. P.O. BOX 245. 10 NORTH PLEASANT STREET NEW LONDON, NEW HAMPSHIRE 03257 P14ONE:(603)526-2585 FAX:(603)526-9468 - RETAIL + I 1 1 430NED ((A)1 35 VACANT DENSE TREES d BRUSH j------------ ------ _ ��_ EXISTING STONE CULVERT 6' I I / \\ --;----------- RETAIL _ �`�� I I S'9 ZONED RETAIL B 3 �� I / -- ZONED B-3 f\ ZONED B-2 \�, L I O 54 ((A)) 5 / 43 ((1) A - - - - - - - - - - - - - / -- ------------------------------------_-_= - -_ - - ___-__-_�_ _ -- _'�-���--'-_------------------------------------------------•------------------------------------------------------------ L--------------------------------------------------------- --- ' - _ - - - - - -- _----------- - - - - -- �_- _ ' _ -- +- -----------------------s---------- - - - - -- 9 J � �-------------- ----- /�' ----- ------ -- -----------------------___-------- -'+ s - o�a6' _ ---- spa-- --- --- --_---------� � ---\� - - - -- _---------------------- j- 3_ I-f-I--I-----3__-- - INTX. ^�1' -- - --- _--_------------ _� �- c--g� ------ - --- -- --- -------------- \\-___----------------- \� -� �- - � STA. 8+89.29 PLl�iIVT -- _ - -- ---- - - - - --------_ _ - - --------- ---- --�------------------------------------------- --_ -- - --- - -- ---- ----------------------- L - �_ _ V - - -- - --------------- '-------- _ _ _ _ _ _ _ _ < , NORTH - - - - - - - - - - - - - - _ !_` - - N 47° 22' 23' E 801 .05' - \ \ - e\------------------------------------------ 7-------------- _ _ - - 1 1 \ // A - - -----NV �93.00 // -\\ \ \'----� i� //' '------------------93' -- - - - - - - - - - - - - - - - -\ ^----- -_-_- ------------------------------------\-------------1-1 ---- /- --L_I ------ --- -- �L_____"l7if---------------------� `�- ------_----625BUILDING SETBACK 1 I I I I _/(�$5-12RCP TORM3EWER__-- - _-- ------ --- ` s19i Nrar _ _ -` I / / I INV= 1 / ( I I _ 690..00 \ _ \ / \ 1 WALL 1 I I ---'\ / -_696_ I I r l I I / \ _ \ Tl__-_-692-- I- \ \\\ INV. _ / / � I I J 692.00 /// I l l / 1 / CHILLER DIKE I� \ \ �-----------------------=/ ice` I �� '' I}I/ � III l , 690-- - _ -� fly j'I/ \I I II PAD FRUCTOSE X�-iNLE�T-----------� �//�, / I I I � / \ i �I TANKS ---------- i I RESIN SILO I \\ ----- 1 INV.=687.00 SPILL BASIN i _ i I PAD � _ � -� � �lao �_------------- [r �I s, `� I EX. I LF.z�� � --- 6 I I IIII /' /---- - �i-- L - / 1 / EX. IN T m 12" RCP TOP 9.50 9/ TZ3P�'1;9----------- -1 0�-I-STmm-siYE�t- �SS--- -- j- -------------- r----- --/-/�/���/\\\ /--�-�-------------``\-\ -\�--/�-��I--------------I --I �- -_L------------- - ---�--_�_�-���--i��J-P-L`I--1I1*�11Ir1_- - 1-------------- ��_-�-- __--------------- �8�-,�--_4-------------c-- -���--\-_JO1/j-------------\ A_------_----_--�11�\r�-I--`--------------_` \-\ -- --------------------------------------- -_--_-- --�---�-��JJ�-�_�--11I;IIII ------------------ _����------_----------------------\-------------------��JJ��� 1---/ j-------------)1 -- --------�-�--`�/�%l--iiI�IIIIlII�; �I1I^1II1 ----l�--- \ �-��---------------------------------------��-�I�--J��-[-[U-�H1I11III --T----]-------- -��----/----------J�----- -�- \/-- 0EX. INLET INV.i87.00 OPi91.63 Il I /- I IIIIII I/I/IIII1IIIII'I�1IIII IIII II� I I,1I! II IIIIII�I IIII 1I I1II IIII/ I I I IIII /IIIIIc II I,I �1i III1 I;1YI/ ,I I -IIIlIII�►III 1I, I1I /I I II I/II+I IIIIaII iIII+I IIIIII I'I�1I I I 1 _II II\ II I I�II/ I I 1 L 3 - 'l \/\ ' / /9/ i`q/ I I ,GI n -- - - - --- - - - - - - - - - - - - -------- HCP NV=5 Ks1/ \S \II /y Tr7'='S7 S T5"-RCSTORRSEWER— -13' r- SEWER- ^ INV.=686.79 _______-------- _-S-o-F r------------69 II 69----- -0----- ---10" F-- s am-----�FTO" T 18 ---- - - - ---- - - - - - - - - - ---- - - - ----- -- - TrIIL ______ -----12" W------------L=====Bs 1010" PVC 8' F EX. I -" PVC 10"PVC 10" PVC l STORM SEWER STORM SEWER TOP=689.50 STORMSEWER 10" PVC STORM SEWER INV.87.00 STORM SEWER `INV.=`/1 EX. INLET WATE 68 'M9.00 INV.=686.24 PIl 11 ' /I VACANT v+! ZONED M-1I \ 1 1/ 1 \/ +\„ ' /\\ / \ \ �LI 43 ((A)) 36 lim T .o --_---------J'I0\\� \ /0 6lI \ i I\ - 15" RCP o ----------- ------- 691 EX. ----------- TOP89. - - - - - - - - - - - - - - - STORM SEINE -- Ti84.55 1050 INV. IN�8.01 I � INV. OU-----------------; IlEX. 10'xl5' RIPRAP" 6Bj +q1 1 CO�I I �mIIa l-1---- EX. 4'X8'= GROUTED RIPRAP 69MANUFACTURING AND STORAGE BUILDING IBUIILDING HEIGHT=8'PP IRf OIG0oL z �\� FLOOR AREA=217.114 SQUARE FEET MANUFACTURING VACANT ZONED 54 ((A)) 36H 'sZONED M-1 54 ((A)) 36G - 6 - -- INV 679.4 s9 'ro 69II EX. 56''30"RCP STORMI SEWER 7 ---------------------------L----------------L + r L � INV- 679.00� �- - -- -�-- 1 EXRIPRAF-- Ii�La � to ---J 90 0e" U AIPR EDq,RXIBP„REX. 2-4" CONDUITiF6 F� - LL ---IIL--- --- 8"IW I Or - EX. MH 4 - - - - L - -- --- INV.80.64 15" RCP STORM SEWER STORM SVWERTOP�85.90 10" RCP 0"P RM SEWER STORM SEWE TORMSER SImo)STO to" PVC w% m L- 6„PVC SAN. 3EW-1-EL �/EX. ^ TO10PM SEWER 8PVC STORM EWERI 1NV?bUd84.00 -'I EX. - T I 11�o I INLET I ---- - -_ - - -- TOP�8580 TOP 85.80 INV.=683132 I EX. MH ------_----- _---------------_ - -- INV.�82.88 TOP�89.00 I-----------------68411 I IEXIMH INV. =i84.00 M0 T(DP=68531,0 .90 SAMH7- ---------- 1 Top, .a--------- tM-tNMANUFACTURING ------------IlIN - S)B\ \/ \ 1 1 \ I. \ + \6i B� /S\`\ r \ ` '\+ f\\ \- -\\ \ --_I \ -Z-.--/\ I - `-- I \-- \\\ \-\I- I \/\ 1\\1\ \�\-\ •\�-`- -\\ \\\\ \��\\\ \ \\-\ \\\\\\�- \\ III \\\-/1\I \\\i, / \. \\\ �`\ \\\ \` \-\\ \\ \\-\ \ \-�\ -\---\ �O ----\- -- i!IIIIiIIIII -----------II(I-III-IIII -/\--^--\ /\_ --\ \ 1------9---�-`---_-1-_�_-, /_ a -/- /-I -+-----' -I -----�- -�- Ii'I III II I II ) 1I II II IIl 1I I II i !I I II III, lI I I I! I I 1 1 II 1 \+\\ 1 SItiTH � 9 9IINV. IN=682.00 INV.0UT 79.57 --------- , ZONED M-1i IINV.OUTi79.30 43 ((A)) 36L 68N z J I EX. 20'X25 GROUTED RIPRAIIN" Ilo "le I IIN co mm + lm as se - -------------T- --75' BUILDING SETBACK ---------------------------------�------------------- L------ -ms -684 i/t-ftN \ `X. METERIN MH 678.80 toTOP=683.5 - - - - - - /----674 ---- --1EX. 90'-30" RCP (--------1f--- ------------------------ STORM SEWER-ssO680 IN-F - _-' INV ------- 73.60 - _ ------- -7819L --TL-------J R 0.gI0' F -EZ9'2Q-------------\67 ----------------- - - - - -NV.A�1. ------- - 678.00 NV \ STWR681m ----------- ORMSEE ------------------------------------ -------L-- j woo)?-------------------------------- --------------------------------------------------------------------------------------------------------------------------------- TMN --7° 22' 23" W 1042.17' MH 0-r-- -------�-1 -,�_ --,_I 1 1 _f+--_- - - - - - - - - - - - - - - - - - - - - -----------`�------- WEST BROOKE ROAD (ROUTE 1320) EXCP�I / �> > BA SEED5 M.P.H. EX.2 STORM SEWER - CONDUIT NAL ----------------------_GLE/�L 1 \ \ \ \-------1-------------- ' I I - - \ ,------------------------------ 1 :-----------�- - ------------------------------------------------ ll------------------- / ------- \ -�--------------�-----�--------- \ T--------T--------------------- \ 1--------------------------------------�-- ----------------------------------------------------------------------------- _ r LrI 4- VACANT I II ZONED M-1 54 ( (A) ) 36A 20' SAN. I ; ' ` / THIS DRAWING IN DESIGN AND DETAIL IS OUR PROPERTY AND KRAFT FOODS INC. SEW. ESM'T. ----_ - - - - _ \ - / 50 O 50 /00 /50 ZOO ALL RIGHTSLOF DESIGN LOR INVENTION 'ARE RESERVED AND" KRAFT jp CORPORATE ENGINEERING CONFIDENTIAL. NO COPYING OR REPRODUCING. RETURN ON REOUEST. MAD I SON • WI SCONS I N DRAWING TITLE EXISTING CONDITIONS PROJECT TITLE SCALE PARKING LOT EXPANSION 1'= 50' LOCATION: WINCHESTER, VA IPROJECT 110:0-025 STAHLMAN PROJECT NO:9874 ENG'D BY* TRIAD D 03-04-99 CAD NO: DRAWING NO: DRAWN BY, TRIAD T 03-04-ga E42265 C-2 DATE DESCRIPTION BY REV. CHK'D BY: SLP E 03-04-99 SHT OF DATE DESCRIPTION BY REV .1 PLANT----�__---�t--- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ - _ _---------------------- _ _ _- _ /j 5' P RK//VG SETBACK _ — ----- ------ ------ I --------------- I ` —---------------------- i I ! I ' I � ' I i i )SE S I i I //% CURB CUT- -9 B (SEE OETA/ R0 i I I I CURB CUT ! I RESIN SILO I (SEE OETA/U / RO 8 B / RO 8 / R B C B / R 8 B PAD SPILL BASIN N � ' ------- ----I---------------------------------- — — — — — — — — — — ------ I ; CURB TAPER URB TAPER (SEE OETA/L) (SEE OETA/L> I !, I I II ` I --— -—-—-—-—- — -- — -— - —- — -—- — - — - — - — — - — - — - — - — - — - — - — - — - — -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— -—-—-—-—-—-—-— - — - — -— — — -- — — - — — — — - — - — — -- — — - — - — — — — - — — - — — — — — — — — — —— -—-—-—- I -- — - — - — - — - —i —- JI I I CURB TAPER CURB TPER (SEE OETA/L) (SEE O TA/L) I RO \� N /7 SP. 9X2 I •�• � � I � I I , ! C O 30' L GHT POLE /24.20' 24' /7 SP. 9X2 CS E O/V E> N I >\ I I \ I I 6' ELCO/VC. S/OWAK / H.C. SP. 40 9X20 RO I I ol� I . � I N I •I I ` CG-/23 P. � X20 I I y I I 2 CURB RAMP � (SEE OETA/U I I ! CG-2 63.08' i I I I I I p D D D p D I D D I 1! I I I I CURB CUT I I I I 4' CO/VC. D (SEE OETA/L> I I I I I D S/OEWALK / RO / RO 4' CONC. / RO p ' / RO / RO i H.C. S/G/V S/OEWALK ( I I I D (SEE OETA/L) I I I I I I D I , I III ��� I ►, I '� I ' , � III I I I III I i i , -------;-------- r- r- ----------------- -- -- I- ---11 I I I I I � 1 ---------r-------------r------------------r----------------- I I -I-------- TII I I I III i i i III I II II I I I II I ' I I I I I LTH of /VOTE: I I�-----------------�------------------�------------------�------------------rl I ; �� D I II I I I 11 o /. Our,�ooi /tghYtng f 1rs f ,kr7'ueor oars ktng /Of hr all be am I Il I I I II I mounted on a 30-foot ,pole with rec>`t/tneo/- cu>`-off /umtnatres I-----------------------------------------------------------� ; I I I con7atn7ng 400 watlt super mefo/ ha/Ide lamps, fused, wtth I I III I I I 111 ; dar/< bronze f'tntsh ,ond type /V dtsYrtbu�ton. I I Il�-----------------r-----------------i-----------------r----------------fill I ,I I I I III i i i III I i � Ili--- --------- �------- - fill i ----------1-----------------i-------- - -------- I I I I I I I MANUFACTURING AND STORAGE BUILDING FI JOR ELEV. =i90.00 ,[TE ZONED M-1 ----T I I I I I 20 0 20 40 50 80 SCALE:/"-20' ` IIA&D TRIAD ENGINEERING, INC. P.O. BOX 2397 WINCHESTER, VIRGINIA 540-667-9300 P.O. BOX 245. 10 NORTH PLEASANT STREET NEW LONDON. NEW HAMPSHIRE 03257 PHONE:(603)526-2585 FAX: (603,526-9466 STAHLMAN PROJECT NO:9874 PATMN 0. 1� �IoNAL E THIS DRAWING IN DESIGN AND DETAIL IS OUR PROPERTY AND KRAFT FOODS INC. MUST NOT BE USED EXCEPT IN CONNECTION WITH OUR WORK. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED AND K R AFT CORPORATE ENGINEERING CONFIDENTIAL. NO COPYING OR REPRODUCING. RETURN ON REOUEST. MAD I SON, W I S C O N S I N DRAWING TITLE SITE PLAN PROJECT TITLE SCALE PARKING LOT EXPANSION I'- 20' LOCATION: WINCHESTER, VA PROJECT ND:CD-025 ENG'D BY. TRIAD D 03-04-qq CAD NO: DRAWING NO: DRAWN By, TRIAD T D3-049�9 E42266 C-3 DATE OESCR[PTION BY REV. CHK'D BY• SLP E ()3-n4-qq SHT OF --- ---- ---- ----- ------- - - - - -- - - ----------T-—-----I----__—_�--_—_—------- — -- STA. 29 8+89.1 ------ — - PLANT \ -__ - -�_ --- -� a ---------------------------------------------- NORTH -------------------------------- -�- - ---� - �- ----------��-------------- --_- ----------------------------------------------------------- /----------------------- ___ - - - - - - -I-- \ ------ - l- I ----------------------- --------------- I ------- 690.00 / I / I II I --------- --\ 0 69 -7 I I 1-------�/ \ //692 -- —-------- II \ ! I 3' W/OE GROUTED R/PRAP fSEE OETA/L> ---------------------------------' EX. INLET T.C: TOP=689.00 69/ 33 7SE I \ INV. =687. 00 3' W/OE GROUTED _ _ _ _ _ _ _ _ -------------------------------------------------- R/Pf?AP---- -----. 6 / I i S I \ — CSEE OETA/L> . . RESIN SILO PAD _ 693.54--------- � SPILL BASIN O 690.50 90.86 — I \\ ----------fT -----------_\\\—\ \\s\\—��-O—------------�\CII ----- /69-�---------------—�f—T — ---- /\ / B, —I / —--_--69-2.5-7 ---------------— — — — — — — — — — — --------6—T9T2..C-9. B EXINLE- - -- __---------------------- rT TOP89.T 693.5.-6 5 12" RCP INV.=685.95 T.C.- .C: STORM SEWER�— 'P 6,7-.C.- IN /63 .9M1H 6—T9 3'C.7' 4 IIIIIIIIIIIIIIIII0\TOPE4.=85.51 NI� — - — -— ----------------- \\ \ I I / / / , IIIIIIIIIIIIII IIIIIIIIIIIII IIIIIIIIIIIII IIII(IIII - —/�lIuIIIIIIIIIIIIIIIIIIIII ,I JIIIIIIIIIIIIIIIIIIIII \- ---92--\ ---\--\ 1— \- \ -\--\ 0\ -------QN--1 -- �— T9-- ..—�C.--- . --I-�6 —�92�-—i` --'-��`—�V,�---�1—Fr-�-Y-6r>-9 8--3----.-6--0—-------6--8---8----- -----------------------------------------6--9--/.2- 4 - —f--- —2 -/----/---/---- - /----�---6�-69T-93—.�C2.5.--./�------—/ 6--T-9—----.6.-5--/-2_8—-./-2,3-3--.4\--C6�-. * 112" RCP STORM SEWER 15" RCP STORM SEWER 15' RCP STORM SEWER-T fr IT 6T.C.- 693.5T.C: EX. INLET 10" PViC 10" PVC STORM SEIWER STORM SEWER70P�89.SO INV.=687.00 10" PVC L- 6�-T3 STORM SEWER -+{ �_ �1 EX. INLET 68—/�9'i /./ 00 TOP=689.50 [NV. �i86.24 �Cr 62.99 6-92.-3 I ko to 90 QD T.C.- T.C: ------ -------------------- --- EX. MH --------------------- ------------- 686 --------TOP=689.00 ---------- - - INV. IN=685.01- INV. OUT=684.55 ------ - 'M-- S------------ 3OE GROUTEDR TORM SEWER ------------- -------------------------- _ - - -- _ AIL)Z)F'INV.= ----- - - - - -- IIII I II I I\ III I I \I 11 \I\ I I\ III I I IIIIIIIiII II I \\ \IIIIIIIIIIIIIII I \ \ \ J\ 1I I ! I I! I 1hI II i /I I I1 I' I/ I I /!I / / / ttItttIIlIIII IIiIII1iIIIi IIIIIIIIIIIIiI�IIIlIIIIIIIIiIIIrII --\-I--�-�-\-\-\-�� - �\--`- -1�I-I�-�-- 4.00------------ - - - - -- - -- i — T EX. 10'x15' RIPRAP---_-- _-_- I - I T1 1 II I II1II 1 I11 II 1 I 11I III I I O----1III I ------------------------------------ ------------------ I-------- _----------- ---------- ---------I---------- ---------I---------PAFT�M IIIII;I I�II IN I II II Gr'I a NO. -----------I-------------I---------- ---------I---------- ---✓ 'C 5l6IIIII '' I II !! I!�!I '1 � �--------- I I r—� I ! % � 1 --------- L------------------L ----- I ------------ I I I oNAL t I I EX. 4'X8" I I I I II I I I I I GROUTED RIPRAP ' I I I I I 1 MANUFACTURING AND STORAGE BUILDING FLOOR ELEV.=690.00 SITE ZONED M-1 �� THIS DRAWING IN DESIGN AND DETAIL IS OUR PROPERTY AND II--�'-----�r---/——�--- �/ �— I � I I I t------- I I I I I I I I I I 20 O 20 40 60 80 5'CALEr/"-20' MUST NOT BE USED EXCEPT IN CONNECTION WITH OUR WORK. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED AND CONFIDENTIAL. NO COPYING OR REPRODUCING. RETURN ON REDUEST, Engineering Corp. P.O. BOX 245. 10 NORTH PLEASANT STREET NEW LONDON. NEW HAMPSHIRE 03257 PHONE:(603)526-2585 FAX: 1603)526-9468 STAHLMAN PROJECT NO:9874 CKBY DATE DESCRIPTION BY REV KRAFT DRAWING TITLE KRAFT FOODS INC. CORPORATE ENGINEERING MADISON, WISCONSIN GRADING PLAN PROJECT TITLE SCALE PARKING LOT EXPANSION 1'= 20' LOCATION: WINCHESTER, VA PROJECT NO:CD-025 ENG'D BY• TRIAD 0 03-n4-qq CAD NO: DRAWING NO: DRAWN BY, TRIAD T 03-04-qq E42267 C_4 CHK'D BY, SLP E 0;-n4-qq SHT OF -------------- - - - - -- - - -- �--------------- - - - - ------- - - --T— - �__�— --� I—_ ��—� (� ------- STA. 8+89.29 PLANT ------------------------------------- ----------------------------------------------------------------------------------------------------------- �----------------_- _- --- ---------------------------------------------- N0RTH ------/--------------------- _ --------------------------------------------------- --------------_- --_-_--_-_-'--�---------- ------- _-_ ----\ -----' _---- -------------------- --------------- ----------------------------------- - 1 ` _- - - - I -- ----------------- / s19 �� I INV.= I II \ ! II 690.00 —------------+----I----� / I �� II — — — — — — — — — — — — — — — — — — — — — 692-----------' r� 690 II - - - - - - - - - - - - - - - - - - - - - — \ /' -----------------------------------------------' / PVI STA. 3+01.5 �% l I I II EL. �93.50 / / I / I I I / VC=80' MO=-.30 ------------------------------------------------ EX. -IN-LET 1 \\ TOP=689.00 )SE -------------- INV.�87.00 ------------- . •- - - - - - — \ • • • • ♦ • • • ♦ • • • • • • ♦ • • • • • • ♦ • • / / PVI STA. 0+80 . . . . . . . . . . . . . . II \ I RESIN SILO I-------------- / PAD SPILL BASIN �P O / II \\ I I I I / — — __ - ---------------------------------------------- / / / II \\ ! III EX. INLET / TO P=10 50 t T 12" RCP INV.=685.95 / j I STORM SEWER — — — — — — — — — — — — — — — — — — — — — \\ S ° I / EX. MH \ I \\F�`F��� I II /TOP91.63 I I0 INV.-685.51 O I II / 12" RCP STORM SEWER \- 15" RCP STORM SEWER 71 15' RCP STORM SEWER \ III / ! ---------------------------------------- ----------8'-W------ll-------------------------------IL---------I---------------------JL--------- - - - - _----- II s9P ---- - - - - -- --1- 10" F -------------------------H-----------------------I--------i-F----�5----------� I I I----\ -------- ------------- ------- I I / ! I II I \ \ / I II II I T II / I / T✓ I I \ I I / IIII �/ II l\'� \--------------{-LIJ----------��------- ------------- -------------------------------------------------------------------- ---- -- --------�I---------1 ------------------ It--------- --It----------------------- I I- 11 / ----<�--- Il-----------�-- ----------------------------------------------------------- I I 7r------- II II *, II ELEC. MH \\ I I I -7 \\ /�-- ------ - - - - ---- - - - - -------_--------------------__------12" W-------- _- __------ - - - ----- - - - - --------� I---3-------�J-- -�---- - - - -- 1----- I J --- - - -- ��-r-II __�- - ______ ______________________ -- EX. INLET 10''° PVC 10" PVC �S � \ TOP =689.50 STORM SEWER STORM SEWER r 1 / ' III I INV.=687.00 10" PVC �-- /----------- - - - - -- �-- I / — — — — — — — STORM SEWER I I—INV.- II 689.00 EX. INLET I I 692 I I TOP=689.50 I I WATER I I 1 INV.=686.24 I I I I METER I PIT 1 I I I I 'I ! 4 I\ / X LEGEND I l m GENERAL_ EROSION AND SEDIMENT CONTROL NOTES l� 92 ES-1: Unless otherwise indicated, all vegetative aind structural erosion (� and sediment control practices will be constructed) and maintained N 0. TITLE KEY SYMBOL:1 accord ing to minimum standards and spec ificat ions iof the Virginia II I / - J I I \\ I I ! Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. I II / 6g0 3.05 SILT FENCE S F X� X—X I 1 _ —/ ES-2: The plan approving authority must be notifiecd one week prior to I ii �- / the pre -construction conference. one week prior to the commencement II — of land disturbing activity. and one week prior to the final inspection. I I p STORM DRAIN ES-3: All erosion and sediment control measures are to be placed prior INLET PROTECTION I II k - - - - - - - - - - - to or as the first step in clearing. I I 690 _ ------ ---------- ES-4: A copy of the approved erosion and sediment control plan shall CULVERT INLET _ be maintained on the site at all times. 3.08 PROTECTION CIP �}}� EX. MH I - - - - ------------- - - - - - -- 686 TOPi89.00 ' I - -- -i�------- - i� I I I INV. IN=685.01 / X -X------------------ ES-5: Prior to commencing land disturbing activities in areas other than INV. OUT=i84.55 I II / �) - - - - - - - - - - - - - - - - - - - - - - - - indicated on these plans (including, but not limited to. off -site borrow or --------- ---- _ I waste areas). the contractor shall submit a supplerwntary erosion [3.30 TOPSOILING 1 R S I control plan to the owner for review and approval by the plan approving I I 1� _ - - - _ I- - X I II authority. I / 1 l; �/ _ I I I ----- IINV. ---------------------------- I / I - -- _ 684.00---------------------------------- - ES-6: The contractor is responsible for instal lation of any additional 3.32 PERMANENT SEEDING P S �� S / - - _ _ _ _ _ _ _ - - ------------- __ erosion control measures necessary to prevent erosinon sedimentation as / - - - - - - - - - - - - - - - - ---- - - - - - - determined by the Plan approving authority. ------------------------—---__ --- _-- _ ES-7: Site g gradin is to drain to the silt fence culvert inlet protection at all I \ \ 3.35 MULCHING M U �---�—� I I I times during land disturbing act ivities until final) stabilization is achieved. I \ 1 EX. 10' x15' ES-8: During dewatering operations. water shall be pumped to the silt I I RIPRAP" fence culvert inlet protection. I I I \ I I I I I I I I I I I ES-9: The contractor shall inspect olI erosion conthrol measures I I I \ 1 I 1 I I dolly. Any necessary repairs or cleanup to maintalln the effectiveness of the erosion control device shall be made by the close of the day. The contractor shall be responsible for the ultimate refmovaI of all temporary sediment control devices. I 11 CONSTRUCTION NOTES I I I 1. The contractor will be responsible for applying for and obtaining any necessary disturbance permits which may be requiredl by Frederick I I I I I I I I I I 11 County prior to the start of clearing and grading arctivities. I I I I I - I I I I I I I 2. The contractor shall stabilize all disturbed arreas within 7 days after I I II-_-----------r-_----------r-- - - - - -- I---------r--_------------ the area is brought to final grade. I II I I I I I I I I I I I I I I I 1! 3. Stabilization shall be by permanent seeding ands mulching as follows: I I I I I I I I I I a. Scarify the top 1" to 2' of soil after fincal grades have been achieved. I I I I II I I I I b. Add pulverized agricultural limestone at tthe rate of 2 tons per I I I I I I I I I I I I 1 acre. I I I-----------------t-------------------t---------- I---------t--- - - - - -- C. Seed with the following mixture; I I I I I I I I II I Seed Type Rate Min. R'urity Min Germ. I I I I I I I I— - - - - - - - - - - - - L -. I I I,j,TH 0 Tall Fescue 60 Ib./ac. 97V. 85% I I I----------------i----------- - - - - - - - - f --------- ♦----------------- _ I I� I--------- -I- I Red Clover 8 I b. /ac. 957/. 657 I I I I I - I - - - - - - - - - Ladino Clover 8 Ib./ac. 957/. 657. Annual R e rass 12 Ib./ac. 987/. 85% Y9 I I II ------- --------- - - - - - - - - -------- - - - - -- I - - - - - - - - -I- - - - - - - -- d. Small grain straw mulch shall be spread at the rate of 1.5 tons PATTON 9 per acre. I I I I d I I JI I I I j ' 0.0ZM e. 10-10-10 fertilizer shall be spread at the rate of 1,000 lbs. per l I- - - - - - - - - �y 1 i I�------------------------------------------ --- ----�I ' I W acre. I I I 1 I 0 I I I---------L--------- --------- L--------- -- ---i-----------------I NAL � o E EX. 4'X8' II I I I I I I I I I I I I I GROUTED RIPRAP 1 1 1­---6" F-- {- ----Y�\ 1 \�_ \ \\_ 107 1 \ I\\_ _I V / / THIS DRAWING IN DESIGN AND DETAIL IS OUR PROPERTY AND lFr -----I I I I I I I I I I I I I I I I I W(•INNER .SCALE:/"-20' STAHLMAN PROJECT NO:9874 MU NOT BE USED EXCEPT IN CONNECTION WITH OUR WORK. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED AND CONFIDENTIAL. NO COPYING OR REPRODUCING. RETURN ON REQUEST. I CKBY1-DATE KRAFT FOODS INC. KRAFTJ CORPORATE ENGINEERING • MADISON, WISCONSIN DRAWING TITLE EROSION & SEDIMENT CONTROL PLAN PROJECT TITLE PARKING LOT EXPANSION LOCATION: WINCHESTER, VA ENG'D BY, TRIAD D 034)4-qq DRAWN By: TRIAD T 03-04-qq DESCRIPTION BY REV. CHK'D BY:-SLP E D3-04-qq SCALE 1'= 20' PROJECT NO:CD-025 CAD NO: I DRAWING NO: E42268 I C-5 SHT OF I - I - _ _ _ _ _ - - - _ _ _ - EXISTING STONE CULVERT +sy RETAIL \ -_ _--------------- RETAIL � I I _ \� !\-- -- ----- - - - - - - +} ZONED B-2 \�\~~\� ,.L -_ I ep 5ZONED B 85 - - - - - - - - - - - - - 4 _-- ---------------------=---------------•-- ----•----•----•----•----•----•----•----•---- 5 A)) 8 � ------------------------------------------__- --_ _ _-----__ _ _---_--Y - ---------------------------------------------------------------------------------- -------------------- -�5�-,--------6------------------------6----------------- �69� -6 _ A 6-a----------- RETAIL / ZONED M-1 / 43 ((A)) 35 / / ------------7------ -- _ - - - �� __ - - - �- - --- - -- - -- - ----- -- - -3� - _ = INTX. R R= / RANT -------------- -- ----- `-�G'9 ------ ------------------------------ -- ------ -N\------- ----- ------ \ ----- �------------- --- -�� -� STA. 8+89.29 1 1 ��� \\ ---' // - - _ _ - _ _ - - - NORTH _-_-__-------------------------------------- - - - - -_ - __ �- --- -- -- ---- --=------------------------------------------ =_ =_-------------------- ---- -------------------------------------------------------- - \ ' ORT __-----------�_------- - i----1-_� ` \ = - N 47°-22'.OS' w\\ _-\------- �\-------------------- �, 7 --- _ - -- _ - --- --__ 1 �," \ / 1 1 - _ - 16.93 - _ -- \X� ifZ93-00 /-- __---- \ \��\ -�\I I //// /��_ -- ` \\ FL 689.57 r1Tr------'�------------� `���r�V ------------------------------------1 ---------------I-----25' BUILDING SETBACK ----,L----�----�r=-- -_-_- /��----- i -��--- L ___---="_``J� 1 1 I 1 1 \ �(( �A5'-12" RCP \ ------ / ' _ _ --- I111 1 \ T RM3E1VE-R-_ --- \ -_ I i'_- _-,/ i---_____-- -------„ I T �----� � \ -`\ ---- ----------------------------------- ����-� _ -----------------I I //69� I _ _ _ 1 / ( I / I INV.= F=L�aL{n�--77 -69��690.00 1 _ I[NV.= /f----------------�TI I I ---------- \ 1 1 1 1 692.00 J/ CHILLER DIKE PI \ \ 1 1 1 1 / /�� \ /• / AD FRUCTOSE \--------------- X, iML�T----------- 690- - TANKS RESIN SILO I SPILL BASIN INV.87.00 PAD / --- - X. 693 I'1Ir---cq IE�-pX' .- I_ �L--L--T- ---_-�1 -_--- 1---5._-�---_ ---, _ ---_------= ------/ ---I-I--I L-----\-_--�-_--,--_---------------------------------------J----------- I -- ---------�--------IEX. 12" RCP TOP 9.50 =6879MH.00 �<4kv 11 ( Ih�� z963EX. INLET I firNs�m ---- - - - - -- -- fZRtSTOR1Gf5 S"�C-TOHfSEW-T- -1' TO�SEWER#V.�--------------------------------------- INV.=686.791 It -8 JN- 1TQ"T T, �T �--------- -___ ___-__2" W------ - - - � I(L - ____-toll PVC 10" PVC 8" F EX. INLET 10" PVC 10" PVC STORM SEWER STORM SEWER TOP=689.50 STORM SEWEloll PVC STORM SEWERY;1- Io rA(=, 1NV.=687.00 STORM SEWER rrl [Nv.EX. INLET WATE 689= IIII1 MPIFINV.=686 24 irI IIII 'I IIIII IIN\ II I\III 1I/IIi I I/I I , VACANT ZONED M /-1 1143(( A))36 IIR + 66S ------ - - - -- -------------- --------- - - - 6 EX. MH ---------------- -----9-- - - - -- ------- TOP=i89.00 5.01 I 15" RCP' STORM SEWE_�AINV. IN=68 INV. OUT�84.551-------------- --- - - - - -- - - -- 0- -- - - - - -- t EXS RIPRAPt4- p seS \ y\II )\' �I1 \ I \ e z+ j {j /\�\/ \\\ / II I /\,,\/I\vI \1 \/ /\ I/\I IK \ I \.\\'�r/ "'I �_w\1I _ \ \\ \ I III \/(I '/I \I / i I / �I I / II 1/I -1 \- S\-"\.r; /^\1 //'1\'/ � -/� ,/ // \/ /\\ -\ \�\/\�'\ .\w\ \.�-IIII I - /\ \I \I / /^/ \1/\ri\,/`\' S,-\. \/� {��/ \/-✓\/ \\\ i\� �'6� \g\3� /II / -\+/--6-\S-- _ - - \- -- _ , _ - -_-'l`IIIIIIIIIIIILI IIIIIII � iI 'I� l�II ;�II/ a"MoN`v/ \2'' -\6 9�/\_ \�'\' \ - / y T,IIII(IIIII1IIIIIIIIII11IIIIIIiI IIII'III IIII I� 'IIi l II NvoN��$/\' / - \ / 'f �-\/ '/-\ �-\ � \` /-\+ II / sea/ ./-;' l) //\ I/ / \// // //1I // // //L 1/\l �--_ -_E------_------ �/ O/-------------EP�--------------D M----_----�--H-- - �-E-�i��/J��J-� 11L1IIII /-/------------ -� V/-----T--------------/ ------------- II I ----_---------�--�\ -----_---------/ -------------\�-��J �---------- ---\-/- //\-��l �I� III 1 - III IIIIII I IiIII �`I1II I I \�-IIIII1III � _II I\I _I 31II111i I JIviII I'N,w� ,,wII maIIIII WII�i -Il I ' �1yL,l /,1/ I\ 'I ► 11 I� I I\ I � II1III I_VI1II If III I I I -II II 111 I1II I I Io_-vI 1iImI III I II IIII I III III I II I IIIII;1IIIIlIII I/ I�II I ,IIIIII II+I IIII ,IIII I IIII II 1 I I IIIIII I I I 1 I+1 II1II II II I I I III II ' IIIII(IIII 1II II ,I III II 1I I`1III1IIIII iI II 1 �I1 I h I1_ II1 I� I I/I I III I I I 6 -a, 1I 111 L-LJ� 69„---J- --- m1 00 1 -a _EX. 4X8'= F A/VLD ASSUMEO� J-GROUTED RIPRAP 6 e9 , \ /'- / / \/ I 1// - '\S \' \ \0/ � l� \ \ I/ y/+4j- I N�I MANUFACTURING AND STORAGE PP FLOOR ELEV.�90.008tl LDIG L6" FI `�-J1 \ , 1 66 1OF?A/NAGE B/V/OES BUILDING HEIGHT=18' I (- -]l FLOOR AREA=217.114 SQUARE FEET\ MANUFACTURING 69/ VACANT ZONED M-1 �IZI ZONED M-1 54((A)) 36H 54 ((A)) 36G INV. 679.4} Cg 69EX. 56MRCP lISTOR0W� IS ER -- --\-.-------L---------------� __------------- -- - - -T 6 1- � 679.00 wEX. 14'X20' RIPRAFJ I ow L 690 R UjED RIPREX. 2-4" I CONDUITr6' F LL EX. MH I L - -- - -- : TOP�85.9010" RCP 10" Pvc I I INV.�i80.64 STORM SEWORM SEWER15"RCP STORM SEWER ERST t ORM SEWE ���RM��- - I ST��IS ER c' 6.,PVC SAN. 9- L1w 4-/EX. SANMH Ii I I> I1 IPT09M SEWER 8" PVC STORM SEWERI I M I 1NVUT B84.00 'I. ---- - - - - -- 11 If1II X. INLET TOP=85.0 TOP85.80 EX. MH ------- --68�11 INV.=,82.88 .8------ -- POST-OEVELO'ME/VT II TOP�89.00 I -------------- �_______rr I INV. �84.00 ---6gq FLOW PATH EX. SAO MH 9I II -- _ --- ° MANUFACTURING '* 3 P / y6- ------ S---------rta.-tN=6i7.75---II-- -- r I IINV. IN=682.00 INV.OUT=679.57 IIm I _ _ _ - - _ - - - - --------------- ZONED M-1 IIINV.OUTS79.30 7 43 ((A)) 36L D I / Az IN I I• r- / EX.20X2511 I II I III GROUTED RIPRA6BpLp ­1 f IIIA I IIm f III m FLOW PAT BUILDING SETBACK -- - ------ L------_T t _-10F-_��--------__ - -68 678.80 X. METERIN MH �10 TOP=83.5 674 1 - EX. 90'-30" RCP T--------�---------\--------------------------------STORM SEWER I ----- I 680-IN6 -\---------------------- 11 /\�\ ------- - -- _-- --- --- - -- ---- -L- - - - - - - ------L---------------------------------------1 --7-`j I III _ �za \ 9�------------- _ 67 V678.00 `--------- - - - - - STORM SEWERBCL ---- - 681.INI Im o� LTH op S 47° 22' 23" W 1042.17'------------------------------------------------------------ ---------------------------- f------------- ------------------------ -- --- - - - - -- -- OP=,76.05 - - - - - WEST BROOKE ROAD (ROUTE 1320) 0•022933 TTON EX. 60'-48" RCP-- 11 g6 POSTED SPEED-35 M.P.H. 1 68A ' g2' - EX' 2 4 \\ I II 1 1 STORM SEWER 1 I \\ / I �� \ 6 - �-•-.------6------------------ CONDUIT I I � ��-✓' --------------------------------- ------------------------------------------------- \ (r _ - I , 1 I \� I I I I _ I I SI�NA L ------I \ \------- i-----------------------------------,------------------------------ - `------------ - - - - - - - - -------------- 1 1 --- ---------------- ----------- ---------------------------------------------------------------------------- VACANT ZONED M-1 I I iy 54 ((A)) 36A 1 1\ 1 \ \\ \\ \ \ \\ I I I I I \ \ SEW. ESM'T. 1-- - - - -- / \ VACANT DENSE TREES & BRUSH ZONED B-3A \ r 111 ----------- -`� ------ ---------------------- ----------------------------- --- -- =--------------- - _ 1 \11 _--------------------- SCALE: /"-50' 50.O' MAX SPACING BETWEEN EXPANSION JOINTS PRUNE I/5 OE LEAF AREA BUT REMOVE EXIST. ASPHALT RETAIN NATURAL FORM. SPRAY SPRAY WITH WILT_ -PROOF ACCORDING CONTRACTION JOINTS (TYP) PAVEMENT (SAW CUT) SEE NOTE 2 FOR SPACING W/TH W/LT-PROOF ACCORD/NG TO MFR'S. TO MFR'S INSTRUCTIONS /F FOLL/AGE NEW 24" MIN. TACK COAT PRUNE //5 OF LEAF PAVEMENT INSTRUCTIONS /F FOL/AGE /S PRESENT. /S PRESENT_ REMOVE CONTA/NER 12 EXISTING PAVEMENT AREA BUT RETAIN MIN. FROMTOP OF BALL. NATURAL FORM. I 1 I I I I I I 1 I I I >1711/1277 I 1 I I I I I 1 I I I t/1 u1 4/1 I 1 I I I I I 1 I I I BASE COURSE RUBBER HOSE I 1 I I I I I I 1 I I I PRIME ----------- COAT SUB BASE COURSE DOUBLE STRAND OF /2 GAUGE GALVAN/ZED 7%7777/77/7T/7777,r77/77'/7 W/RE TW/STEO (THREE GUYS PER TREE, 3" MULCH /N SUB GRADE GROUND LIVE SPREAD /20 DEGREES APART>. GROUNO LINE SAUCER_ FL000 NOTES TO BE 4" TO 5" TO BE WI TH WATER BELOW GRADE 2" x 2" WOOO STAKES DRIVEN BELOW GRADE TWICE /N 24 • 1. ALL SIDEWALKS SHALL 3E 4" THICK INTERFACE NEW PAVEMENT AT LEAST 3' /NTO GROUND. HOURS. UNLESS OTHERWISE NO QED. WITH EXISTING PAVEMENT r WRAP W/TH WATERPROOF TREE WRAP 2. CONTRACTION JOINTS S'iALL BE SPACED TYPICAL SECTION 2" MULCH ANO SECURE WITH TW/NE. BACKF/LL WIT-1-1 5.0' INTERVALS FOR 5.C;' SIDEWALKS. IN SAUCER N PLANT/NG SOIL NOT TO SCALE REMOVE BURLAP FROM TOP OF BALL. /N 8" LAYERS. STANDARD J01IN T LAYOUT FOR CONCRETE SIDEWALKS CONSTRUCT EARTH SAUCER IN DEPRESS/ON, WATER EACH LAYER 1"L000 WITH WATER TWICE /N 24 HOURS. UNT/L SETTLED_ NOT TO SCALE I2" DO NOT TAMP. (V ? M/N. RAMP SURFACE SHALL HAVE LOOSEN SOIL /N BOTTOM OF P/T D D � COURSE FINISH CONTRASTING TO p / / 77777 SURROUNDING WALKWAY BACKF/LL WITH PLANT/NG SOIL SH/�C V B �L.q/V T //VG OET AIL IN 8" LAYERS. WATER EACH LAYER SAW SUBC ADE @ 95X UNT/L SETTLED. DO NOT TAMP_ NOT TO SCALE D (� SIDEWALK SECTION 111 /2 f LA/VT SCHEOULE D LOOSEN SOIL /N O.SO" BOTTOM OF P/T EXPANSION JOINT m w T MATERIAL N 0 b TREE PLA/VT//VG A/VO GUY//VG OE / AIL SYMBOLQUANT/TY COMMON NAME HEIGHT CONO/T/ON TYPE J B .96 BOXWOOD 3' CONTAINER SHRUB NOT TO SCALE RO 20 REB OAK 6' B B TREE • Q ��Qp N p � bII D D I ��D 11 b bI � I 0 SUBGRf\\DE @ 95/. 6'-0' 3'-0' 6'-0' EXPANSIION JOINT PLAN 12:1 SLOPE 12:1 SLOPE 12" 31/B„ INTERNATIONAL 3/s SYMBOL OF ACCESS a D D (SEE NOTE 5) o0 - D D D BLUE BACKGROUND SUBGRAJE @ 95/ HOLES LOCATED FOR METAL POST s"R t�KtiY tao-eoo ALIGN, WITH HOLE DRILLED ELEVATION YELPAILOW REFLECTIVE ^ row- W zoo MOUNT WITH R S6IX 2 /4 BOLN METAL TS, CONTRACTION JOINT TOP AND BOTTOM OF SIGN.) GROUTED R/PRAP CG-12 HANDICAP RAMP 12" METAL POST d50-0.75' TYPICAL SIDEWALK DETAILS NOT TO SCALE N 5• 00 NOT TO SCALE N N I `I II I 5 8 L�11J 2 00 12" / SEE PLANS �R �7* NOTES CONC. FOOTING 1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS, AND SCREWS MUST BE RUSTPROOF. 12 2•CONCRETE FOR FOOTING SHALL BE OF PORTLAND CEMENT AND 3" 18" HAVE A MIN. COMPRESSIVE STRENGTH OF 3000 P.S.I. 00 � R„ 3. SIGNS WILL BE FROM SHEET ALUMINIUM 2MM IN THICKNESS OET A/L I- - LOF PARKING SPACE 4.MT T ESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) 50MM HIGH NOO SAE CL 5.THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR I FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND, s" WIDE STRUPE, INTERNATIONAL BLUE COLOR (FED. STD. 595A, COLOR •15180). 6" VDOT '"2/-B APPROVED 2' TO 450 INTERNATIONAL HANDICAP SYMBOL 6.SIGN POST SHALL HAVE MIN, 60OMM CLEARANCE FROM BACK OF CURB. 2" SM-2A SUBGRAOE BASE COURSE HANDICAPPED PARKING NOT TO SCALE SIGN FOR THE PHYSICALLY HANDICAPPED F'A111=_ "E/V T SECT /O/V STRIPING DETAILS == USE 5' WIDE LOADING ZONE FOR ALL HANDI-CAP NOT TO SCALE PARKING SPACES UNLESS NOTED AS "VAN ACCESSIBLE'. /VOT TO SC,gLE USE 8' WIDE FOR "VAN ACCESSIBLE" SPACES. NOT TO SCALE CONSTRUCTION OF A SILT FENCE SILT FENCE DROP INLET SILT FENCE CULVERT INLET (WITHOUT WIRE SUPPORT) PROTECTION PROTECTION 1.SET THE STAKES. 2.EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. / 6'MAX ROP INLET 2 X 4' WOOD FRAME WITH GRATE ENDWALL CG2 ----------- ------------------- CG 2 T O I I 1. 5' MAX. • • TO, OF FILL `CULVERT EDGE OF PAVEMENT _ CURB CUT DETAIL L°" 3' MIN. ----- - - - -- ---- - - - -- Tr Tr NOT O SCALE 3-STAPLE FILTER MATERIAL i TO STAKES AND EXTEND 4.BACKFILL AND COMPACT IT INTO THE TRENCH. THE EXCAVATED SOIL. q' 2' Radius I I V v GATHER ° ° —� EXCESS AT CORNERS e � ° � ° TOE OF FILL IS�y opr` PERSPECTIVE VIEWS ° ° ° ° A� Cmcrete to be Class U if e e STAKE SILT FENCE D cast in place, 4000 PSI if e I �11 I 3 ITIT��-* �I�H-+ *DISTANCE [S 6' MINIMUM IF FLOW 6O" pfeCOSt. — TTIu+ LL m .e ,e• a Surface / — J� � I—I� FABRIC � IS TOWARD EMBANKMENT U r�/�*T� .e •e / � PA11V1`I r FLOW I r q " e � SHEET FLOW INSTALLATION �vk _ 1 n Base (PERSPECTIVE VIEW) I 1' MIN. �y i A— cG-2 SIGNAL Subbase 6, 'MAX ELEVATION OF STAKE AND A A FABRIC ORIENTATION DETAIL A FLOW B I THIS DRAWING IN DESIGN AND DETAIL IS OUR PROPERTY AND KRAFT FOODS INC. • EDGE OF PAVEMENT MIST NOT BE USED EXCEPT IN CONNECTION WITH OUR WORK. KRAFT CORPORATE ENGINEERING C G - 2 CURB DETAIL ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED AND CONAD DRAWING TITLE CONFIDENTIAL. NO COPYING DR REPRODUCING. RETURN ON REQUEST. MADISON. W[SCONSIN CURB TAF ER DETAIL NOT TO SCALE SPECIFIC APPLICATION Ml�c� DETAILS NOT TO ALIT_ POINTS A SHOULD BE HIGHER THAN POINT B. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE TRIAD ENGINEERING, INC. Engineering Corp. INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER P.O. BOX 2397 PROJECT TITLE SCALE DRAINAGEWAY INSTALLATION THAN 57) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT P.O. Box 245. t0 NORTH PLEASANT STREET PARKING LOT EXPANSION ( FRONT ELEVATION) EXCEEDING 1 C.F.S. ) ARE TYYPICAL. THE METHOD SHALL NOT WIN540-667-9300VIRGINIA NEW LONDON. NEW HAMPSHIRE 03257 NO SCALE APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS Sao-ss7-93o0 IN STREET OR HIGHWAY MEDIANS. PHONE: (603 )526-2585 FAX:(603)526-9468 LOCATION: WINCHESTER, VA PROJECT No:CD-025 ENG'D BY: TRIAD D 01-04-qq CAD NO: DRAWING NO: STAHLMAN PROJECT NO: 9874 DRAWN BY, TRIAD T 03--04-Rq E42270 C_7 - - -- - - -- - ---- - ----- -- - - _. - _-__ VC BY DATE DESCRIPTION BY REV. CHK' D BY- SLP E 03-04-9q SHT OF