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ESM T. / l Ego 0) d rn � o Z c� 0 N ' N � U � 0) O 1 , p CD o C Ln rn = 0 4 o r 0 U (n T T F— zs p p U p p U U z Z W W z 0 Z W a z 5 a> z1-- Lz gw > ¢ 3 z �Za N` z Uw 0 a 0 Of a+°'SM zd cn c� z La O w J ! U z z z 3 r A JAY K JOHNSON P, No.O25233 ro� ti �IDNAL E�� PROFESSIONAL SEAL V I z Z 0� 0 V / 7- Z/ 0 Q n V Q ox> �w z 0 _j0 Q z U L I — _j Z O W W m U ~' CD V) I U Q W 0 D:f Ld o LLJ z � X W Drawing Number: C-2 N PROJECT LOCATION FREDERICK COUNTY r i l � V I R G IN I A 220 Park Center Drive Winchester, VA 22603 Phone: (540) 678-0442 SITE PLAN F'OH KRAFT GENERAL FOODS P V 4'm' S E if I it is � �►te� I' R D RICK COUNTY, INDEX C�P 1llRAWINGS DESCRIPTION DRAWING NO. NOTES AND LEGEND.......................................................C-1 EXISTING SITE CONDITIONS..........................................C-2 SITEPLAN........................................................................0 - 3 LANDSCAPE PLAN........................................................... C - 4 ,TH OF 122��,�w'� ti QSIONAL E� PROFESSIONAL SEAL VICINITY MAP 1 " = 2000' Rev. 10/1 1 /1999 Rev. 10/22/1999 Approved by the Zoning Administrator Zoning Administrator Signatu a Date (7][tV][1-01 ]ENcC3--T'-NlE]EII$e Z=rl ENGINEERING, INC. 971 Acorn Drive Harrisonburg, VA 22802 RECS ¢E NOV x 1 1999 Phone: (540) 434-4135 DEPT. OF PLANNING/DEVELOPMENT C ID 042 GENERAL NOTES I. 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. Any discrepencies found between the,drowings and specifications, and site conditions or any inconsistencies or ambiguities in drawings or specifications shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities, without clarification from the engineer of record, shall be done at the contractor's risk. 3. Contractor 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. Forty-eight (48) hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Geotechnical Engineer / Owner. 7. Access by emergency 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. Refer to architectural drawings for exact building dimensions. CONSTRUCTION NOTES EARTHWORK NOTES: SITE PLAN NOTES: 1. Parcel area: 20.00 acres 2. Zon i ng: 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 = Proposed: 10,705 sq. ft. (Gross floor area) Existing: 219,298 Sq. ft. 8. F.A.R.=(9,371+219.298)/(20.00*43560)=0.263 ABBREVIATIONS 1. All materials used for fill or back -fill shall be free of wood. roots, rocks, boulders or any other non -compactible soil type material. C/L OR 1� CENTERLINE Unsatisfactory materials also include man-made fills and refuse CONC. CONCRETE debris derived from any source. DIA. DIAMETER EG EXISTING GAS 2. Satisfactory material for use as fill for public streets include materials EL. ELEVATION classified in ASTM ID-2487 as GW, GP, GM, GC. SW, SP, SM, SC, ESMT. EASEMENT ML and CL groups. The moisture content shall be controlled within EW EXISTING WATER plus or minus 2 percentage points of optimum to facilitate compaction. EX. EXISTING Generally. unsatisfactory materials include materials classified in ASTM F.E. FOUNDATION ELEVATION D-2487 as PT, CH, MIH, OL, OH, and any soil too wet to facilitate F.E.S. FLARED END SECTION compaction. CH and MH soils may be used subject to results of the IF.H. or F/HYD FIRE HYDRANT Geotechnical Report and upon approval from VDOT. Soils shall have FL FIRE LINE a minimum dry density of 92 lb/cu. ff. per ASTM D-698 and shall have F.W. TOP OF FOUNDATION WALL a plasticity index less than 17. G.V. GATE VALVE HORIZ. HORIZONTAL 3. Materials used to construct embankments for any purpose. back -fill INV. INVERT around drainage structures or in utility trenches or any other depression LAT. LATERAL requiring fill or back -fill shall be compacted to 95% of maximum density LT. LEFT as determined by the standard proctor test as set out in ASTM Standard M/H MANHOLE D-698. The contractor shall, prior to any operations involving filling or MIN. MINIMUM back -filling, submit the results of the proctor test together with a certification NE NORTH EAST that the soil tested is representative of the materials to be used on the NW NORTH WEST project. Tests shall be conducted by a certified materials testing P.C. POINT OF CURVE laboratory and the certifications made by a licensed professional P.I. POINT OF INTERSECTOPN engineer representing the laboratory. P.T. POINT OF TANGENT PVC POINT OF VERTICAL CURVE 4. Compaction of fill material under building slabs shall be based upon PVI POINT OF VERTICAL INTERSECTION recommendations of soils engineer after completion of standard proctor PVT POINT OF VERTICAL TANGENT test and shall meet bearing requirements of architect for buildings. The R RADIUS contractor shall be responsible for testing. R.D. ROOF DRAIN RT. RIGHT 5. Embankment fill and trench back -fill shall be placed in lifts at a maximum SAN. SEW. or S SANITARY SEWER uncompacted depth of 8 inches and 6 inches. respectively. Density tests SEW. SEWER shall be conducted at the following minimum frequencies: ST'D STANDARD STM. SEW. STORM SEWER (a) embankments for roads, streets, dams. etc.: SE SOUTH EAST one test per lift per 10.000 square feet of lift. SW SOUTH WEST TPD TRIPS PER DAY (b) back -fill around structures and in trenches: VERT. VERTICAL one test per lift per 500 linear feet of trench. W/L WATERLINE X-ING CROSSING 6. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all regulatory agencies. NOWN,1 L TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA O N G O O a EXISTING PROPOSED °u °u ROADS __-___-_____. _.�....-._._., ROAD CENTERLINE o � g 0 0 =_== CURB 0 0 CURB TAPER U U a a ------------ • :. • • .. • : SIDEWALKS > � N BUILDINGS c rn rn o � V N —X X FENCE o ' o c U Z I; DECIDUOUS TREE o o z UUi� 0 U 3 N + CONIFEROUS TREE T >, CONIFEROUS SHRUB 0° c c 0 ; Y o �c ................... PROPERTY LINE STORM SEWER U Z — — 2900 — — 2900 INDEX CONTOUR -----2898---- 2896 INTERMEDIATE CONTOUR z x j� SPOT ELEVATION z z' 2876.3 ------------ LIMITS OF CLEARING AND/OR GRADING W �Z ZJ Z z z a 0Ir Ir v 0 z V)gW vi WZ 3co � TH of f ZZ� ��IONAL E� PROFESSIONAL SEAL z 0 (n Q 0 V) Q z z 0 IZ 0 LIJ O 0 X w 11� > Q) LJ_w LIJ _J z i- <0 J z 0 LLIz _� 0 0 z LLJ M U CD Y F- 0 Cn Q = W W fY = 0 F_ Y LLJLJ 0:� 0 V) Q L z S Drawing Number: C - 1 i I I ' I I I ' I I , �+ I I / / \ /01 RETAIL ZONED M-1 VACANT DENSE TREES d BRUSH 1 - - - _ RETAIL - I i 69 RETAIL \ _ - - _ / ' I .0 ZONED B-3 �'` I ' / \ ZONED B- A 1 \ ZONED B-2 `` al . __ __ I I 54 ( (A)) 85 /• \ I _ _ _ _ / /' / �_ _`-_----- ----- _ ___} 54 ((A)) 84 �- —--f_------------------ ----- -•---J �` \ J :_ / -�� - --"-- -- ----=-----'« as _ ._ _- -- ------ - ------------------erg - __ ---=_--_=�' _- +---^------------ -- --s'�--------------- 69 I 1 ' -- ' _ ---- --_—'-_'�--�.-6----------9g6-�{ .� sue- �•a------------------- - L-- \ J -{----------__ _ - _ ,� ,/ ———��__ --- ��'EEJ��----��� _—_---i--—_————-——=F�% _—_—��— �F---�---————=1—===F= -—-�_— -- - - _ _- ------ ------- INTX. 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SAN. MH I I --- 1 / / I I I ' I ' I It ` I L—L�. .--------------- I--� I I II - I I I I II / ro oc- - ` INV% Ub T�i84.00 �\ `� I 1-------------- ¢ 1 __---- _ _-- / ------ ----------------------------------------- --64 --� I ___________ I I I I I r 11 - I �11 f I. I I I I I II I /-------------------------- — — — — �I I I I I i l�r i I I I I I 1 II f'� / -- I I11 ' t ------------I� -- --- X. Sf►A6 MH II I 1 � ! / / I II -I<'1-T0��83.85-------------------- II I , — — — 1 .i -� II II I o I - t I/ r \ / / / I l l I Ib IINV.OUT�ii9.30 \\ 1/ / i--- \ I I u I I I MANUFACTURING g0 ------------- ZONED M-1 - / l l I ( / i-------- ti I '� t II I 4---- I I I I / / / 1� I �I / / / I 43 (( A)) 36L '6 / / / I II I,n I II 68 / / 1/ i w \-�I J/ i ...� i i I �I I i I / wi + I / ! \ I I r I II 1 I I I /, 6,_sB9 f/ .F�"-------� II 1 _ I u_ I _-�•'/ / /.L '/ 75' BUILDING SETBACK iC I \ / ► L 1 1 T\ \ L------ I 7--t-- „ ,' / \ I \ \ II ,1 X. METERIN MH TOP-683.5-H----------' / ,/ /----674 ----, I 1 I I I I I I I I •- I I I \ \\\-`---------------------------------------- I I ,►4------ /i I I I ' s9 I \ \ I 1\ \ -680-------- —--- I r--- �--------------- / / I I I I I I I o ��------------------------------- IA-------- I ` �- 1------------------1------------ 9 I- -------------- L---------- - I 1 0 1--------------- \\ I / I L----------------------------------------------L\-----J' I I II S 47• 22' 23" W 1042.17' �__ I ---- -- --------------*-----y-----rt-- E-- L-------------------------------------------------------------------------------------- - ----------------------�--�- _ _ I I / �_--_--_--_--_---�la--------------------------------------------------- -1TOP-676.05 �`-------- ------ --11 ,\\\\ %/ •`r --�— \—.-----—�--------FF--��'_�----------------------L���'------------�----------_=-t-----------------------ram �==�f'C'` ,' I -j'' ; I \ / WEST BROOKE ROAD (ROUTE 1320) ' ��686' POSTED S EED 35 M.P.H. 1 \1 1 �6WA' �682�' CONDUIT"� ----------------------------------------------- -t=------------------------ -------------____-----------------------------------------------------tl------------t�� ----------_J \.\ `.\ \ \1 1 r---------I�__�---------- i ----- 1---------------------- ---------------------------7i ,------------------------------ �----------- -- / 1 \ I I J -------------------------- --- -- -�------- �------ \ �--------- ------------------------------------------------------------------ (` VACANT ZONED M-1 54 ((A)) 36A / I 20' SAN. SEW. ESM'T. 1 \ \\ \ \ \ \ \ \ I \ \ \ \ \ \ 1 It M&M:%1j&D TRIAD ENGINEERING, INC. Z p N O � N O p O c Ul) o v= o c y 0 U -O N a ) O c p ; Y F- 0) 0 p 7 U N p L p U U Z V Z Of LLJ LLJ Z V Z LLJ Q Of F— a 2 c� a> >wa ca 3 J z O iz z OWa _ R C9 45 '� m �N z LLJ oW c� vi 3ca PROFESSIONAL SEAL V z Z oQ O z F- C) Q 'z'nn V of Q 0CL LL- X> w Z O < - U Of LJ - o z o LLJ LLJz m U f- 0 Y V) I LL. Q = LL) Y LLJ o Ljj Z cf) 0:1 LL- F- 2 (n � X LLJ Drawing Number: C-2 i - - PLANT NORTH ------ , -^ --- / `----------- Di1_- T-0P=689.15 --------------- --INV. OUT _687_�8E / -------------------- - T ,.-----690---- RIP I E.P fT D. I . TOP=689. 39 �� I lit // RAP 11 INV. IN=686.26(6 PVC) I li / j/ INV. IN=686.31 (10" PVC) ��----------- --- INV. IN=686.48(12" RCP exist. E.P. "exist. �� Q / INV. OUT=686. 1 8(15" RCP) ` v water ii water 6 valve valve O ___1` s i ------------------------ Irt_ ----exist. ---- II II _- E. P. n water - vaIv ����• •( exist. II I� ,Iwater _ �I STM. MH TOP=691.58 INV. IN=685.57(15" RCP) D . I . TOP=689. 49 i l exist_--,,,, 11 u. g. INV .OUT=685. 46 (1 5 " RCP) watr I NV. I N=686. 1 0 (1 0 PVC) I-----�'�� va I eve I ii to I ephone I I NV. I N=686. 19 (12 RCP)- INV.IN=686.13(15" RCP) INV. OUT=685. 99 (15" RCP) rL exllec.� o ex i s �•� box p i II Due ex i st i ng�house concrete e ---te pad li,., ` water i i 7 - �'m � .R .r va I ve- II D . I . TOP=689. 62 g7�`�--;eC4--- INV.IIN=685. 40(15" RCP) u 11 INV.6UT=685.26(15" RCP) electric I II � II IPRQPQSEO ` b ;; STM. IMH TOP=689.00 6- X 8' ` it INV. I N=685.23 (15" RCP) STOOP ;i INV. OUT=684.77 (1 5" RCP) o �L--�_ PROPOSED C I �::� �::;... :.. ------------ cc)' � � PROPOSED STOOP I _ 4' WALK l 60 kk I I L/M/TS C eF ®Q 1 i I I CONSTRUCT /0/V Xlloll ID I�IIFT1 ioll EXISTING Icl I MANUFACTURING & STORAGE BUILDING I �l V:` ' �0 F/N/SH FLOOR - 690.0 I 00 `� I+� BUILDING HEIGHT - 18' I exist. 2 - /O* 45" BENDS x ZONED water M-/ l existing O valve TAX MAPS 54 ((A.)) 36H l 6fence C) L LJ N o exist. �i m- =' -v- - o ( conc. y I 0 xal slab II i , --- I / - /O*X/0*X6* TEE ---J-j-� / - 6" GATE VALVE existing building line ( l I PROPOSED I m exist. Io m I signs i 4334 SO. F7-. m I PROPOSED OUT DOOR l� I /Q" WATER LINE' EMPLOYEE I m I BREAK AREA exist. signs exist. IX landscape exist. area �- flood I I light - - exist. flag pole P`ROPOSEO PROPosEO i ; 2/' x 33.7' I l exist. landscape 90 so. FT. 70S SO /cT I r area VEST/BULE E/VG//VEER//VG I CQ I exist. F-F••-690.0 LOBBY I I I I signs R.R.-690.0 I� �I 2 - /O" 45' BENDS C I _ll l �11 I �I I ° Exist. I I o' water �a I ve l �I MH TOP=685.89 I N=679. 83 (15 DIP) SAN. MH TOP=688��90 I NV. I N=684.45 (6 �DIP) XII I °� l C6VSTRUCT/ON OF IN=680.29(10" PVC) INV.OUT=683.81(6 PVC) it I N=680. 16 (10" PVC) OUT=677.51 (15" RCP) I I l + ,r- exist �bui Ldi g l i RD ---- a !11M SCALE: /" - 30' CONCRETE SI DEW ALK, 3,000 P.SJ., 8-DAY COMPRESSIVE STRENGTH (4' MAX. SLUMP, 47.-67 A.EJ 4' MINIMUM .25" PER I' 6" X 6' W.W.M. 4' VDOT *57 AGG. BASE SIDEWALK DETAIL NOT TO SCALE CONTACT AREA IN SO. FT. G n THRUST BLOCK D� P R E S S U R E T E E STANDARD THRUST BLOCKS FOR TEES (NOT TO SCALE) 3000 PSI CONTACT AREA IN SO. FT. THRUST BLOCK ORIGINAL TRENCH WALL i N NOTES: /. DUE TO THE LIMITED SIZE OF THIS PHASE OF THE PROJECT AN EROSION AND SEDIMENT CONTROL PLAN AND NARRATIVE /S NOT REQUI R,ED. HOWEVER, DUE CAUTION SHOULD BE TAKEN IN PLACING EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED TO PROH/B'IT EROSION AND SEDIMENT TRANSFER. 2. ELECTRICAL AND ANY REQUIRED FIRE SUPPRESS/ON UTILITY SERVICE TO ADDITION SHALL BE PROVIDED FROM EXISTING BU/LDIN'G. NO ADDITIONAL DOMESTIC WATER OR SANITARY CONNECTIONS ARE REQUIRED. 3. THOUGH NOT SPEC/F/CALLY DEPICTED HEREIN. SCOPE OF - WORK FOR THE PROPOSED ADDITION SHALL INCLUDE ALL REQUIRED DEMOLITION AND RELOCATION OF EXISTING FEATURES (SIGNAGE. AREA LIGHTING, LANDSCAPE ITEMS. ETC.) FOR THE FIRE L./NE RELOCATION. 4. OFFICE ADDITION. OUTDOOR SEATING AREA. AND ENGINEERING LOBBY ROOF RUN-OFF SHALL BE CONVEYED AWAY FROM THE BUILDING EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS OR TIED DIRECTLY TO EXISTING STORM DRAINAGE SYSTEM. THIS WORK SHALL BE COORD/dVATED DIRECTLY WITH OWNER, WITH ADDITIONAL PLAN INFORMATION PROVIDED AS NECESSARY BY ENGINEER. 5. THE MAX/MUM BUILDING HEIGHT ALLOWED IN ZONING DISTRICT M-✓ IS 60'. PER SECT/ON /65-83A OF THE FREDER/CK COUNTY ZONING ORDINANCE. THE HEIGHT OF THE PROPOSED BUILDING ADDITION /S LESS THAN 60'. 6. BUILDING SETBACK REQUIREMENTS /N ZONING DISTRICT M-/ PER THE FREDER/CK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: -FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS - 75' -FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS - 75" -SIDE YARD SETBACK - 25` -REAR YARD SETBACK - 25" 7. BUILDING SETBACKS PROVIDED: -FRONT YARD BUILDING SETBACK PROVIDED TO PROPOSED VESTIBULE - 347./' -FRONT YARD BUILDING SETBACK PROVIDED TO PROPOSED OFFICE EXPANSION -SIDE YARD BUILDING SETBACKS PROVIDED TO PROPOSED ENGINEERING LOBBY PLANT NORTH SIDE - 457.6' PLANT SOUTH SIDE - 3/8.6' -S/DE YARD BUILDING SETBACKS PROVIDED TO PROPOSED OFFICE EXPANSION PLANT NORTH SIDE - 2/8.3' PLANT SOUTH SIDE - N/A -REAR YARD BUILDING SETBACKS PROVIDED -N/A 8. ALL SIGNS LOCATED ON THIS PROPERTY SHALL 00NFOR" WITH THE STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE. 9. NO OUTDOOR STORAGE IS PROPOSED WITH THIS ADDITION. /0. THERE' ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES. THRUST BLOCK SHALL BE EMBEDDED IN UNDISTURBED SOIL. 3000 PSI CONCRETE PIPE ORIGINAL TRENCH WALL THRUST BLOCK CONTACT AREA (SO. FT.) PIPE SIZE WORKING PRESSURE (PSI) /00 /50 200 4• / 2 2 6' 2 3 4 8' 4 5 6 Ar 5 8 9 /Z 6 /2 /4 THRUST BLOCK CONTACT AREA (SO. FT.) PIPE WORKING PRESSURE (PSI) SIZE /00 /50 200 6' 2 2 3 8' 3 4 5 /0" 4 6 7 /Z 5 8 9 NOTE. �C THRUST BLOCK SHALL BE EMBEDDED /N 01 UNDISTURBED SOIL STANDARD THRUST BLOCKS FOR 225& 45• BENDS (NOT TO SCALE) PARKING ANALYSIS PARKING SPACES REQUIRED FOR MANUFACTURING SPACE PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: 3 PARKING SPACES PER 4 EMPLOYEES ON THE MAX/MUM WORKING SHIFT. NUMBER OF EMPLOYEES ON THE MAX/MUM WORKING SHIFT PER KRAF-7 GENERAL FOODS. INC. - 84 (/68 DURING SHIFT OVERLAPS) NUMBER OF PARKING SPACES REQUIRED FOR MANUFACTURING - 63 1I26 DURING SHIFT OVERLAPS) PARKING SPACES REQUIRED FOR OFFICE SPACE PER THE FREDER/CK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: I PARKING SPACE PER 250 SO. FT. OF FLOOR AREA TOTAL OFFICE AREA - /9.643 SO. FT./250 SO. FT. - 79 SPACES TOTAL PARKING REQUIRED - /42 SPACES (205 DURING SHIFT OVERLAPS) TOTAL PARKING PROVIDED - 29/ SPACES TOTAL HAND/CAP SPACES REQUIRED - 7. I VAN ACCESSIBLE <PER ADA) TOTAL HAND/CAP SPACES PROVIDED - 8. I VAN ACCESSIBLE F-LOOR AREAS EXISTING MANUFACTURING (-/-)209.026 SO. FT. EXISTING OFFICE SPACE - (-/-)10,272 SQ. FT. PROPOSED OFFICE SPACE - <;/-)8.573 SO. FT. PROPOSED ENGINEERING LOBBY - (-/-)708 SO. FT. PROPOSED VESTIBULE - (-/-)90 SQ. FT. GROSS FLOOR AREA - (+/-)228.669 SQ. FT. PROPOSED OUTDOOR EMPLOYEE BREAK AREA -Cam/-)/.334 SO. FT. TOTAL FLOOR AREA - (+/-)230.003 SO. FT. =:?I L TRIAD ENGINEERING, INC. NARRISONBURG VIRGINIA Tm � N o 0 Z u E o E e° U a g 0 n L a � a o 0 �[ N`• v 0 a 0 0 T L a a > N M • -v a, o U N 4- 0 M o •= 6 C v o o U 7) (n T T m C © ; Y T v u � p U U Z 0 a Z Zcr z c W �Z> LU W ��Z z Z o� �•�m z NOUJ W z UJ U _ v; W Z 3 � 0 TH OF 1 �`SIONAL E&i PROFESSIONAL SEAL OVA W , (n Q Z V) Q z p X O W > L� C) �Z < 0 Z _j_ z :D O W M U 0 1 i U <C = w � - 0 Y W W 0 Of Q W W V Drawing Number., C-3 -- BRUSH - - PLANT 10.' -/ NORTH i _------- _ / --- — _---}_!� ------_____-- /------------- — — — — — — -- r-----690-------- 7 I — P - RIP 1 RAP (I / E. P. II � E.P. `\ \-- n u ` r, II i — — — — — — — — — — — — — — — — — I II I 1 I II i I II � �o i �i I exist. I ex i st i n9\\ 0 i I �� house / r- `/ I 11 concrete I i i L — --� pad I 1 I I I II I II I it PROPOSED LOCATION 1 II ( OF RELOCATED TREE it PROPOSED (b 6' x 81 STOOP ' II PROPOSED I << .�•.L`��}I -_= 7 l----------- PROPOSED STOOP c°� I 1 / — 4' WALK I � I I EXISTING TREE f� TO BE RELOCATED EXISTING TREE I to a Q TO BE RELOCATED Q s EXISTING I k MANUFACTURING & STORAGE BUILDING I l� FINISH FLOOR - 690.0 BUILDING HEIGHT - /8' ZONED M-/ I existing TAX MAPs 54 ffA)) 36H I 6' fence I } QI exist. T—. Xo cons. �1 i CP x slab a J I existing building line I 1 PROPOSED 21' x 63.5' ' 1.334 SO. FT. OUTDOOR SEATING AREA N WITH SCREENING m ABOVE EXISTING TREE I • TO BE RELOCATED 1 � r• I PROPOSED 21' x 33.7' I • 708 SO. FT. r� ENGINEERING LOBBY I i Im EXISTING TREE TO REMAIN /N PLACE PROPOSED LOCATION OF RELOCATED TREE � PROPOSED /0" WATER LINE PROPOSED LOCATION OF RELOCATED TREE • exist. flood II light exist. flag I pole II exist. landscape I area / exist. landscape area PROPOSED -7.5' x 12' 90 SO. FT. VESTIBULE F.F.-690.0 F.F.-690.0 I I I I I� b EXISTING TREE EXISTING TREE TO BE RELOCATED - (I TO BE RELOCATED c _ PROPOS AT/ON - 6 -env fJF RELOCATED 7 EIST/NG TREE .� i I TO ) �EMA/N /N PLACE XII I I II �� exist' �buildi g line — I II SCALE: /" _ .30` NOTES: I. PLANTS TO BE RELOCATED SHALL BE HELD IN A TEMPORARY LOCATION DURING THE CONSTRUCTION PROCESS. ONCE BUILDING AND UTILITY CONSTRUCTION IS COMPLETED, PLANTS SHALL BE PLACED IN PROPOSED LOCATION. ALL PLANTS SHALL BE APPROVED BY THE OWNER OR LANDSCAPE ARCHITECT/ENGINEER. rouANTITY PLANT NAME <LAT//V> PLANT NAME ('COMMO/V) S/ZE SPAC//VG REMARKS 26 Taxus baccata "Re andens" SpremYlng En /lsh Yew /8"-24" 4-1 O.C. B & B 2 Taxus cus !data "Ca ltata" U rl ht Ja onese Yew 36"-48" to// per plan B & B 6 Euon mus a/atus "Com actus" Compact 0urnIng Bush 24"-30" to// per plan B & B Varies P/ants for annual color Double -shredded hardwood mulch 4"-6" deep I I i I UPRIGHT JAPANESE YEW (TYPICAL) , •' + , I I _ N �f existing fla I — pole 8, base � • jJ--7 I I I PROPOSED LOCAT OF RELOCATED TI I COMPACT BURNING BUSH (TYPICAL) I I existing flood light ANNUAL COLOR --�— (TYPICAL) 1 o I �— -- —� 0 L "I c 0 I "I I MULCHED . AR A I X . I N I ids - SPREADING ENGLISH YEW (TYPICAL) L TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA rn y \ N � N � O � c o E o u Z Z � o a a 0 0 u g. � $ d 0 Y Y u 0 0 Z r U U a . C rn rn rn o c� o c Z 3 o _ (/) 7 V1 o 0 Q C U O 0 O U 0 (% T T O� 03 U V N M U U z 0 a z_ Za; z U' ~' N ;WQ 3 Lj �Z> m o O W~z �z W Z �O It L z Z��W XO0 W J O _V) U W ;CD N 0 Q PROFESSIONAL SEAL M V) Q z — Q Z Q a p X O LJ LL 0 ., Q Z FF- z ::) O Lv m U 0 Y U Q = w Q:� - Q Y Lv W V) Of Q LL Z IZ L,J a_ U^ V J 0 z Q Drawing Number: SCALE: /" — /0' C-4 N PROJECT LOCATION ✓.�,�✓ FREDERICK COUNTY �: J ` _ I A\\lam/ 7 __'1 1 i/ �. I 1 // I // 1 J\\ 220 Park Center Drive Winchester, VA 22603 Phone: (540) 678-0442 SITE PLAN F OH A, VIRGINIA INDJEX f0'*lF '17j'\1-LF-?'.AWlNGS DESCRIPTION DRAWING NO. NOTES AND LEGEND.......................................................C-1 EXISTING- SITE CONDITIONS..........................................C-2 SITE PLAN........................................................................0 - 3 LANDSCAPE PLAN........................................................... C - 4 Y o PROFESSIONAL SEAL VICINITY MAP 1 " = 2000' Rev. 10/1 1 /1999 Rev. 10/22/1999 Approved by the Zoning Administrator Zoning Administrator Signatur Date ENC31NEERINC3. 971 Acorn Drive Harrisonburg, VA 22802 CEdVE Phone: (540) 434-4135 n:nv X i 1999 DEPT. OF P NiNi, lGjDEVELOPMENT C CD 042 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. Any discrepancies found between the.drawings and specifications, and site conditions or any inconsistencies or ambiguities in drawings or specifications shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities, without clarification from the engineer of record, shall be done at the contractor's risk. 3. Contractor 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. Forty-eight (48) hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain. at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Geotechnical Engineer / Owner. 7. Access by emergency 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. Refer to architectural drawings for exact building dimensions. CONSTRUCTION NOTES EARTHWORK NOTES: 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. Buillding Setbacks: Front= 75' Slide= 25' Rear= 25' 7. Buiilding Area = Proposed: 10,705 sq. ft. (Gross floor area) Existing: 219,298 Sq. ft. 8. F.A.R.=(9,371+219,298)/(20.00*43560)=0.263 1. All materials used for fill or back -fill shall be free of wood. roots. ABBREVIATIONS rocks, boulders or any other non -compactible soil type material. C/L OR q CENTERLINE Unsatisfactory materials also include man-made fills and refuse CONC. CONCRETE debris derived from any source. DIA. DIAMETER EG EXISTING GAS 2. Satisfactory material for use as fill for public streets include materials EL. ELEVATION classified in ASTM D-2487 as GW, GP, GM, GC. SW, SP, SM, SC, ESMT. EASEMENT ML and CL groups. The moisture content shall be controlled within EW EXISTING WATER plus or minus 2 percentage points of optimum to facilitate compaction. EX. EXISTING Generally, unsatisfactory materials include materials classified in ASTM F.E. FOUNDATION ELEVATION D-2487 as PT. CH, MH, OL. OH. and any soil too wet to facilitate F.E.S. FLARED END SECTION compaction. CH and MH soils may be used subject to results of the F.H. or F/HYD FIRE HYDRANT Geotechnical Report and upon approval from VDOT. Soils shall have FL FIRE LINE a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have F.W. TOP OF FOUNDATION WALL a plasticity index less than 17. G.V. GATE VALVE HORIZ. HORIZONTAL 3. Materials used to construct embankments for any purpose. back -fill INV. INVERT around drainage structures or in utility trenches or any other depression LAT. LATERAL requiring fill or back -fill shall be compacted to 95% of maximum density LT. LEFT as determined by the standard proctor test as set out in ASTM Standard M/H MANHOLE D-698. The contractor shall. prior to any operations involving filling or MIN. MINIMUM back -filling, submit the results of the proctor test together with a certification NE NORTH EAST that the soil tested is representative of the materials to be used on the NW NORTH WEST project. Tests shall be conducted by a certified materials testing P.C. POINT OF CURVE laboratory and the certifications made by a licensed professional P.I. POINT OF INTERSECTOPN engineer representing the laboratory. P.T. POINT OF TANGENT PVC POINT OF VERTICAL CURVE 4. Compaction of fill material under building slabs shall be based upon PVI POINT OF VERTICAL INTERSECTION recommendations of soils engineer after completion of standard proctor PVT POINT OF VERTICAL TANGENT test and shall meet bearing requirements of architect for buildings. The R RADIUS contractor shall be responsible for testing. R.D. ROOF DRAIN RT. RIGHT 5. Embankment fill and trench back -fill shall be placed in lifts at a maximum SAN. SEW. or S SANITARY SEWER uncompacted depth of 8 inches and 6 inches, respectively. Density tests SEW. SEWER shall be conducted at the following minimum frequencies: ST'D STANDARD STM. SEW. STORM SEWER (a) embankments for roads. streets, dams. etc.: SE SOUTH EAST one test per lift per 10,000 square feet of lift. SW SOUTH WEST TPD TRIPS PER DAY (b) back -fill around structures and in trenches: VERT. VERTICAL one test per lift per 500 linear feet of trench. W/L WATERLINE X-ING CROSSING 6. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all regulatory agencies. L TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA 71' EXISTING PROPOSED ROADS o 40 40 — — — — — — T T a 0. CL -------------•-•-•-•-•- ROAD CENTERLINE 00 o 0 0 =__== CURB 0 0 CURB TAPER 3 � - - - - - - - - - - - - a a :. • .. • :. • : S I DEWALKS > N O BUILDINGS 0) U N —X X FENCE 0)0 c U Z DECIDUOUS TREE o o Z ` c _ + = CONIFEROUS TREE `�' � T CONIFEROUS SHRUB � � U ..................• PROPERTY LINE C STORM SEWER C, Z — — 2900 — — 21-900 INDEX CONTOUR -----2898---- Rase INTERMEDIATE CONTOUR Z x SPOT ELEVATION Z z' 2876.3 Ras3.66� (3 95 W Q >3 --"--------- LIMITS OF CLEARING AND/OR GRADING w Li0 z o�z o Z a .,°gym LJ (AW U W ZW UJ J U Q W 3in r N 0 Q OF ZZ�� ��jOXAL S PROFESSIONAL SEAL Z _O (/) Q I) Q Z Z p C L LJ J O O X Lv Of > 0 LL W J _Z 0 Z LLJ J_ =) 0 z LEI D m 0 C) Z Q U Y i U V) Q = w W Q_ = C) �— Y LLI Iz O (W Q L Z Drawing Number: C - i I i I I ' I I I , ' I I , It RETAIL -_-_-- _ . '' I 1 ZONED M-1 I �_ 69 RETAIL 1 / / \\ VACANT DENSE TREES S BRUSH 1 1 I 43 ((A)) 3S 1 -=---------- RETAIL _ `��'�� I I d? ZONED B-3 �` I ' / - ZONED B-3 ZONED 8-2 \� L — I 1 \ \ / _ 54 ((A)) 84 \ \= 4 )) 43 ((1) A ---------------- 5 ((A 85 /•' ------r-------------------------------------------- a_- _---_ _---- —---Y-•� -�----------1---------------------------------- - - / -- ------------------------�� -- _�' --- +------------------------s-;s----------------- ss `\tom .-------------- ------ /------_ _ ----- _-_�---- —�_ s- _-- _ _-e5's�y— — — _ _ pis _ `71-_ - -}+-_---------- ��----\ — — -- — ----------------------- _ --- 1 1' •.' �/ / ------------ -- � --_----------------------- --==ar'„i------_-_--== _� _� - INTX R R� �'_� / �� /6°� _— ----- mil __- --- ---------- \\ �j STA. 8+89.29 Lc--------------------- __-__- '���"` �� c- 'g '------ -_-_ __ ------_---------- \ -___\ , 7�\` / r -_-^-----------------_---- yr.. _' -r ...�_- - 7...—.�-- --- _---.--------_---------------------------- s.--sue —--- --- r--11--- T— ��c---------------^.a,------------------_-----------------------------1'----__--_--_— -r{ 1 Is, / Y _ - - —� _ _ - _------- N �• 22 23 E 801 .05 _ \ �7------- ------------- - - - - - / X-�1�------- i- I --�\I\ �� --\ � �'-- ------------------- / f---____�------------ Lr----------------------------------- __---\----------/------ T ---- �L- ' _r - _ ---i _ FL 689.57 _4ITi t `�� ----- 25 BUILDING SETBACK .�-- i _-__-_-- `\��''_- -------------------- - \ WALL --` :sla*-, se,a�aa: 1�I J` 696 1111 1 — �:,:_�� :,:ate:�:,:::,:�-t-I-i-�-------- >�� \ 1111---------------- 1111/-----------------------� -\ ' �1111-----------------------------� / - } I / /\ / •\ CHILLER FRUCTOSE � \JL'l - ' n/ / ( \ 1 690 -- --� I - 1 el TANKS / r , 1 \ \ RESIN SILO I-------------�'I���f 1=T=i1_/ I - 1111 1 /'/' \ \_____________--- ��� I PAD SPBASIN /-------------- , I Illll 1 / �/ �------------•>�•1-----------------�=�-+�- �---N--� — J�J1,c�Ll_1��LLJ_l-L�LI_l.-L�L.LJ-1 1 II \\ I ! 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MH T\�_ — — — — --------- 6 \ _\ \ \------�---------------------------------------------------- 1 TOP-676.05 ---`------------__ - ---- -s- WEST BROOKE R AD (ROUTE 1320) 1 \� � ``� J I \ \ \ I I I > Q 1 > > �jr POSTED S EED 35 M.P.H. , I, -�66A'-6i32�' CON UIT" HL- --- \- - - - - - - --------------_---_-------------------------------------- —�-----j' =---- ------------------------------------- __-------------------------------------------------------I-~----------mot-�--------- ---------'- ----- - - - - - - - - -------------- -- -- - -- - - - -t\ -�- _ r - - - - - - - - - - - -� - - - - -- -- -------------------------------- I J �- '' -- -- -- --- - _- - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — --1 `-_ �' 1 - \ ------------------------------------------------------------------------------------------------------------------ I I lip \ \ VACANT ZONED M-1 \ 1 I I \ \ \ \\ 1 I 1 1 \ m l I ' \ ` 54 ((A)) 36A / 1 1 \ � - he 20' SAN. SEW. ESM'T. 1 I 680 _ Lms:11J&D TRIAD ENGINEERING, INC. Z C� p N O � N � U � O p O c U , v � o o p U -O N T T -0 v p c p ; Y f- rn p o U r a o p U U Z v� g; W Q >3& 0 z J Z Oo N 2 boa = g C9 LLj �T La -j c� U N Z 3co PROFESSIONAL SEAL V ' Z Z oQ O (� Z aa� �- 0 Q fznn V Q o W '� W > w Z O QZ U W -z o o L1J W m U �_ CDY � F I U LL- Q Of LLJ 0 Y W 0 Wc):f Z _ (n LL- V ' � X W Drawing Number: C-2 i ------------ \\� / PLANT ' NORTH ---- - , -------- ------ --` , ------ - - - - 15 ,' `�----------------- INV. OUT _68_7;38{-fi2'"'RG�'.� \ .- - - - - - - - - - - - - - - - 690- r i I X RIP rl E.P. D- I. TOP=689.39 /� RAP I I INV.IN=686.26(6" PVC) I / J/ / I INV. IN=686.31 (10" PVC) �y_ _-_-----H-- X INV. IN=686.48(12" RCP exist. E,P, Ilexist.� �� / INV. OUT=686. 1 8(15" RCP) � water ii water LO valve I valve o______________1� s Irt- -- eX I St. II � II i - E.P. II water II �� _ _ _ - - - II va I v II exist. I� �•�µ_-_--- -`- i STM. MH TOP=691 .58 INV. IN=685.57(15" RCP) D . I . TOP=689. 49 I ( ex i s•k-�..,a II u, g. INV . OUT=685.46 (15" RCP) I NV. I N=686. 10 (10 PVC) I------ �'� va l ee i ii telephone I I NV. I N=686. 19 (12 RCP)- INV.IN=686.13(15" RCP) LO INV. OUT=685. 99 (15" RCP) r� `� exli st. c. o co " exist. �e bOX 0 O I II pu existing � I_ � i/ � I I I house I concrete --y"e isi��-t -n pad L� water \ I ii` 7- "� �•.r� va I ve 'z II D. I . TOP=689. 62 �Qu--` INV.IIN=685.40(15" RCP) II-- a•g• _ I INVIUT=685.26(15" RCP) electric � II )PROPOSED b ii STM. IMH TOP=689.00 6' X 8' ` II INV. IN=685.23(15" RCP) STOOP ii INV. OUT=684.77(15" RCP) PROPOSED C I ;,. ,,�.;' .YL�;`,. � � T =_�- - - - - - - - - - - 6' X 6' STOOP C' I _ 4' WALK LIMITS 0 p I I OF lV o O 1 III CONSTRUCT /ON XI I ko (D EXISTING I I�IcI I MANUFACT UR ) � /NG & STORAGE BUILDING I �l V V : ` ' i I o° FINISH FLOOR - 690.0 I `U `� %ft .. I I . BUILDING HEIGHT - /8' I exist. loft n 2 - /0" 45' BENDS water x ZONED existing O valve TAX MAPt 54 6(A.0 36" I 6' fenceri � I i U) a I exist. a,ri _�- �o I CP X0) solab / - /0"X/00X6" TEE � I I 6" GATE VALVE existing building line I I I I I I PROPOSED I m exist. I@ I signs X v /.334 SO.F" T . 1 I PROPOSED OUT DOOR k I /0" WATER L/N4E EMPLOYEE I � I BREAK AREA exist. I � I I signs exist. Ix landscape exist. area r- f 1 ood ' I light I - - exist. flag pole PROPOSED PROPosED i I 90 s2T o. i exist. . 708 SQ. IeT. 1 a area pe VEST/BULE F.F.-690.0 ENGINEERING I a I signs exist. LOBBY II F OF'.s690.0 LI ' C11 Q 11 Q' I I D T<i5t. I 6vater fa I ve +II L/M/T S MH TOP=685.89 SAN. MH TOP=688-90 XII I OF I N=679. 83 (15 " DIP) I NV. I N=684. 45 (6 �DIP) °' I COINSTRUCT/ON IN=680.29(10" PVC) INV.OUT=683.81(6 PVC) II IN=680.16(10" PVC) II + OUT=677.51(15" RCP) +- exist' �bui Id' g I i RDA--- -r� m SCALE: /" - 30' CONCRETE SIDEWALK, 3,000 P.S.I, 8-DAY COMPRESSIVE STRENGTH (4" MAX. SLUMP, 47-67 A.EJ 4' MINIMUM I,5, 15r 25' PER I' 6' X 6" W.W.M. -' 4' VDOT "57 AGG.BASE SIDEWALK DETAIL NOT TO SCALE NOTES: I. DUE TO THE LIMITED SIZE OF THIS PHASE OF THE PROJECT AN EROSION AND SEDIMENT CONTROL PLAN AND NARRATIVE /S NOT REQUIRED. HOWEVER, DUE CAUTION SHOULD BE TAKEN IN PLACING EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED TO PROHIBIT EROSION AND SEDIMENT TRANSFER. 2. ELECTRICAL AND ANY REQUIRED FIRE SUPPRESSION UTILITY SERVICE TO ADDITION SHALL BE PROVIDED FROM EXISTING BUILDING. NO ADDITIONAL DOMEST/C WATER OR SANITARY CONNECTIONS ARE REQUIRED. 3. THOUGH NOT SPECIFICALLY DEPICTED HEREIN. SCOPE OF WORK FOR THE PROPOSED ADDITION SHALL INCLUDE ALL REQUIRED DEMOLITION AND RELOCATION OF EXISTING FEATURES (SIGNAGiE. AREA LIGHTING. LANDSCAPE ITEMS. ETC.) FOR THE FIRE LINE RELOCATION. 4. OFFICE ADDITION, OUTDOOR SEATING AREA, AND ENGINEERING LOBBY ROOF F?UN-OFF SHALL BE CONVEYED AWAY FROM THE BUILDING EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS OR TIED DIRECTLY TO EXISTING STORM DRAINAGE SYSTEM. THIS WORK SHALL BE COORDINATED DIRECTLY W/TH OWNER, WITH ADDITIONAL PLAN INFORMATION PROVIDED AS NECESSARY BY ENGINEER. 5. THE MAX/MUM BUILDING HEIGHT ALLOWED IN ZONING DISTRICT IS 60". PER SECT/ON /65-83A OF THE =REDERICK COUNTY ZONING ORDINAICE. THE HEIGHT OF THE PROPOSED BUILDING ADDITION IS LESS THAN 60. 6. BUILDING SETBACK REQUIREMENTS /N ZONING DISTRICT "-IPER THE FREDER/CK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: -FROINT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS - 75' -FROINT YARD SETBACK ON COLLECTOR OR MINOR STREETS - 75' -SIDE YARD SETBACK - 25' -REAR YARD SETBACK - 25" 7. BUILDING SETBACKS PROVIDED: -FRONT YARD BUILDING SETBACK PROVIDED TO PROPOSED VEST/BOLE - 347.I' -FRONT YARD BUILDING SETBACK PROVIDED TO PROPOSED OFFICE EXPANSION - 359J' -SIDE YARD BUILDING SETBACKS PROVIDED TO PROPOSED ENGINEERING LOBBY PLANT NORTH SIDE - 457.6' PLANT SOUTH SIDE - 3/8.6' -SIDE YARD BUILDING SETBACKS PROVIDED TO PROPOSED OFFICE EXPANSION PLANT NORTH SIDE - PLANT SOUTH SIDE - N/A -REAR YARD BUILDING SETBACKS PROV /DED-M/A 8. ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM WITH THE STANDARDS OF THE FREDER/CK COUNTY ZONING ORDINANCE. 9. NO OUTDOOR STORAGE IS PROPOSED WITH THIS ADDITION. /0. THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES. CONTACT AREA IN SOFT. THRUST BLOCK SHALL BE j\\ \�I< X/ \X�\X�\\X�\\ j SOIBEDDED IN UNDISTURBED L. D THRUST BLOCK 3000 PSI CONCRETE Dp D PRESSURE PIPE T E E ORIGINAL TRENCH WALL �\ THRUST BLOCK CONTACT AREA ( SO. FTJ \\ �� WORKIN PIPE PRESSURE (PSI) \\ SIZE /00 /50 200 STANDARD THRUST 6' 2 3 4 ' 5 9 BLOCKS FOR TEES 8 12' 6 /2 14 (NOT TO SCALE) 5108"IIn CONTACT AREA /N SO. FT. THRUST BLOCK ORIGINAL TRENCH WALL W 41 C THRUST BLOCK CONTACT AREA (SO. FTJ PIPE WORKING PRESSURE (PSI) SIZE /D0 /50 200 4• / / 2 6' 2 2 3 8' 3 4 5 /0' 4 6 7 lZ 5 8 9 NOTE: THRUST BLOCK SHALL BE EMBEDDED IN UNDISTURBED SOIL STANDARD THRUST BLOCKS FOR 22.5 & 45' BENDS (NOT TO SCALE) PARK//VG ANALYSIS PARKING SPACES REQUIRED FOR MANUFACTURING SPACE PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: 3 PARKING SPACES PER 4 EMPLOYEES ON THE MAX/MUM WORKING SHIFT. NUMBER OF EMPLOYEES ON THE MAX/MUM WORKING SHIFT PER KRAFT GENERAL FOODS. I NC. - 84 (/68 DURING SHIFT OVERLAPS) NUMBER OF PARKING SPACES REQUIRED FOR MANUFACTURING - 63 (/26 DURING SHIFT OVERLAPS) PARKING SPACES REQUIRED FOR OFFICE SPACE PER THE FREDER/CK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: I PARKING SPACE PER 250 SQ. FT. OF FLOOR AREA TOTAL OFFICE AREA - /9.643 SQ. FT./250 SQ. FT. - 79 SPACES TOTAL PARKING REQUIRED - /42 SPACES (205 DURING SHIFT OVERLAPS) TOTAL PARKING PROVIDED 291 SPACES TOTAL HAND/CAP SPACES REQUIRED 7. / VAN ACCESSIBLE (PER ADA) TOTAL HAND/CAP SPACES PROVIDED - 8. / VAN ACCESSIBLE FLOOIR AREAS EXISTING MANUFACTURING - (-/-)209.026 SO. FT. EXISTING OFFICE SPACE - <-/-)/0.272 SQ. FT. PROPOSED OFFICE SPACE - (-/-)8.573 SQ. FT. PROPOSED ENGINEERING LOBBY - (-/-)708 SO. FT. PROPOSED VESTIBULE - (-/-)90 SQ. FT. GROSS FLOOR AREA - (-/-)228,669 SQ. FT. PROPOSED OUTDOOR EMPLOYEE BREAK AREA - (+/-)/.334 SQ. FT. TOTAL FLOOR AREA - (-/-)230.003 SQ. FT. L TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA rn � \ \ N N N � N N 0E �FVy u N Q A 0 0 U c r d L 0 0 o 0 0 3� -f Y Vi . u . a 0 0 U U a a d' I •- I N I M -v o a, ' N O O M 01 c U LD o �Z_ o c -0 o v v 0 0 U 0 v v H p U p U U z 0 z z0 Q, L.L >3a W "Z-j 1- W 6_ Z Z W00 0 _ 2 Z (ncW Z (nc)� W = (� U WZ 3 m V) Q y SIGNAL E1 PROFESSIONAL SEAL OVA n (n Q z (.f) Q Z p X lly- OW> LL- 0 _LIJ _ Z :D O Lv M U 0 1 Y F-- U < = W cl, - 0 Y Lv W V) atf Q LL a- z Q a- L,J F- V! Drawing Number: C-3 YN y y r r y `i ;-y- yy y y ,S \\ PLANT \` NORTH ------ i f` ------------ Z / \ — — — — — — — — — — — — __---690----- / I — E.P. ��- III // RIP/ I RAP JIB i �y_-----------C----- E.P. II s LID > / II co r � I _ J I+ t II II E. P. — II II II II ry II I it 1 I II 11 I ( I II I �i �i I exist. O F P ►pP existing--� \\\��� i house concrete / pad I I II I x II I I II PROPOSED LOCATION b II OF RELOCATED TREE PROPOSED 6' x 8' II STOOP II I I '/A PROPOSED I .,}I1 7?------------- 6' x 6' ' <.^ PROPOSED STOOP CC I I / — 4' WALK � I _I I EX/STING TREE TO BE RELOCATED U)I C +I � U) rn 00 �b G I I I I I 4- EXISTING TREE I V) (3 Q 0) X I TO BE RELOCATED I O k � Q � mw EXISTING �CIO ULL' o MANUFACTURING & STORAGE BUILDING I Q Ln CIS IJ_ I F/N/SH FLOOR - 690.0 BUILDING HEIGHT - /8' I ZONED M-/ I existing TAX MAPS 54 «A)) 36H I 6' fence I + al exist. -.—.- XC conc. i CID ID (D Islab II J existing building line I I PROPOSED I Im I 21' x 63.5' 1,334 SO. FT. OUTDOOR SEATING AREA m i� WITH SCREENING m ABOVE EX/STING TREE a" TO BE RELOCATED PROPOSED 21' x 33.7' 708 SO. FT. ENGINEERING LOBBY F.F.-690.0 II i EX/STING TREE TO BE RELOCATED - CI III -1I � I �I 0• c � IX NII exist' �buiidl g line P, - r 4 II, EXISTING TREE TO REMAIN /N PLACE PROPOSED LOCATION OF RELOCATED TREE �I I PROPOSED /0" WATER LINE L - -ew- II Im PROPOSED LOCATION OF RELOCATED TREE I oilI •I I exist. f I ood light )exist. flag pole it exist. landscape area I �I exist. landscape area PROPOSED -7.5' x 12' 90 SO. FT. VESTIBULE F.F._690.0 EXISTING TREE TO BE RELOCATED I I I _ PROPOS A, ' - -e* OF RELOCATED 7 E*IST/NG TREE TO *F lEMA/N IN PLACE I I I I I SCALE: /" - 30' -ION NOTES: /. PLANTS TO BE RELOCATED SHALL BE HELD IN A TEMPORARY LOCATION DURING THE CONSTRUCT/ON PROCESS. ONCE BUILDING AND UTIL/TY CONSTRUCTION IS COMPLETED, PLANTS SHALL BE PLACED IN PROPOSED LOCATION. ALL PLANTS SHALL BE APPROVED BY THE OWNER OR LANDSCAPE ARCHITECT /ENGINEER. QUANTITY PLANT NAME <LAT-11W PLANT NAME <COMMON> SIZE SN=ACING REMARKS 26 Taxus baccata Re anderns SpreadIng En llsh Yew I8 24 -41, O.C. B & B 2 Taxus cus (data "Ca Itata" upright Japanese Yew 36"-48" to// per plan B & B 6 Euon mus alatus "Com actus" Compact 23urnlng Bush 24"-30" to// per plan 8 & B Varles Plants for annual color Double -shredded hardwood mu/ch 4"-6" deep C: umh t�j I I I I I I I I UPRIGHT ✓APANESE YEW (TYPICAL) IF- existingOle / I T111,11110 0 flapole &base e I I IL_ PROPOSED LOCATION. - OF RELOCATED TREE SCALE: /" - /0' JMPACT BURNING BUSH (TYPICAL) existing - f I ood light ANNUAL COLOR — (TYPICAL) �- SPREAD/NG ENGLISH YEW (TYPICAL) ( I / L TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA 01 rn O1 O N � � N 0 0 E E 0 0 u u ci 0 . 0. �a 0 0 o m 0 � w as rn rn C c c O C a 0 a a U w- Ot O O y 0 Y �[ U V u` `u a v u v 0 0 w U U a a 0) Z N o o 0 = o U) U a� to o 0 Q C 0 0 U � (/) T T C C)C Y 0 C) U r 1. V z r r�� V Z z0 a, Z � 3 a Z LLJ " � m 0 i W 0 Z Z LJ 0�W o� �Z w�W p w z LU _Q LLJ 3 Q PROFESSIONAL SEAL n Cn Q Z Z C/) Q — p a-Iz O LiJ > L .. __j z_ Q � Z � J z D O L m U I U Q _Lai � ry - 0 Y L j L►J ,/) ry Q a_ LLLJ a- Q U a z Q Drawing Number: C-4