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Home My WebLink About48-96 Davenport Insulation - Stonewall - BackfileiON s 70 • liNtERCA'ANGE 82 Ub 6e4. sa e 6 $ste LOCATION MAP 1 " - 2000' Pre development Drainage Areo to 30' CMP = 9.9 ac 7.1 oc of C = 0.9 2.8 ac at C = 0.3 Sum CA = 7.23 Assume T(c) = 15 min, 1(10) = 46 In/hr 0(10) = 33.3 cfs Post development Drainage Area to 3o' Cf4P = 9.9 tic 7 4 ac at C = 0.9 2.5 oc_ at C = 0.3 Sum CA = 7.41 Assume TCc) = 15 min. i(10) = 4.6 In/hr 000) = 34.1 cfs Peak Flow Increase = 0.8 cfs Percentage Increase = 2.4% July 22, 1996 LEGEND_ 4 ',•.;�, �, A BR VI A TI N DEFtNI T! CMP CORRUC'ATED METAL PIPE EO ELECTRIC OUTLET- .�� ° 9 F.F. FINISHED FLOOR ELEVATION r FIRE R E HYDRANT � GA GUY ANCHOR \ ,\ GLM GAS LINE MARKER •.l IN INVERT MB MAIL BOX SANITARY MH SANITARY" MANHOLE / RIM=715,44 ` TRB TELEPHONE RISER BOX y INV IN=707.94 84 OU T� 707 Q INV. WFP WOOD POWER POLE . .- -- ae� c NV WA TER VAL VE MAPLE 1 H' Cr>\ O/H UTILITY LINES .. f fir . J63T.s} EX. SPOT ELEVATION •�\ a IRF IRON RC FOUND IRS IRON ROD SET r / 1`tA Rry ♦ KPP • jI, 4 1� mil\ TI TY tl LI E \ fHE PRO \ EXTENDE'. 1� COUNTY of FREDERICK Department of Planning and Development 540/665-5651 ` FAX: 540E 67E-0682 4 Davenport Insulation Attn: Mr. Gary Dove 240 Lenoir Drive Winchester, VA 22603 RE: VARIANCE APPLICATION #010-96: DAVENPORT INSULATION Dear Mr. Dove: This letter is to confirm action taken by the Frederick County Board of Zoning Appeals at their meeting of July 16, 1996. The Board of Zoning Appeals approved your revised re nest for a 5' (instead of 8') front yard setback variance for an entrance to the existing building (instea of anaddition). If you have any questions regarding the approval of this applicatio..;, please feel free to call this office. Sin rel , W. Wayne filler Zoning A inistrator WWM/cg DWG. NAME: DAVPRTSP. DWG � i✓ DATE: 0CT0BER, 1996 DESIGNED BY: � RAM X A. 41S%awsxY, .irf, z NO. 020674 -� DRAWN BY: rm APPROVED BY: RAM `_I CIPJAI _ 'y 'PF IRON PIPE FOUND Rg `3 ' EX. CURB & GJJ T TER PROPOSED PIN OAK - 2" CALIPER AT PLANTING (t l REQUIRED) �+ 3, `84 LFT RETAINING WALL fkQ0IRED � � :.: EMERALD GREEN ARBORVITAE. - 4' HIGH AT PLANTING ;10 REQUIRED) 13,4i �� l �� f4- Jr . / iY PROVIDE O FT HIGH OPAQUE Ffi l S �3�-91 Flik WITH f2 FT SWING GAPE 1 av2 /n C {1 11,3 i 9 y i SA EXISTING WELL TO BE CAP D ad t O/j gel N, ? AND ABANDONED PER H AL TH :ry�rti `oDEPARTMENT REQUIREMENT; '4 ` t1Ny y2} 1,��. \e,l �. �. V 2 NEW PARKING SPACES a� ,. 1t�yg1�''..,,-�,.�1NA C�` GLM ,ww n, ti t3 ti�� +'� p, '�` O ,4 ` } ar' �°cP '„�' t +!Nip �� ENV.= 705.73 mil+` °`� 5 [�,o �� \\ t1 o�i.: C,, p ryes, W iNV=705.63 -'`l1• S 1 f'r5 '�_ `f} �-J Je� -.__-� ,'y 7 4\ ''.\ .- ( r 0 .\D �' 0 9 11 ,j A lz RfM=7r3-48 ` 1 C' \ c • • ! bQ i♦ cos �. -IN IN =705.89 Nw i tip1 \ �+� NA �Y+, N f .-'� ...� Qe o •\`°' :: ' mac, Q:- « ro ,,�' , , n` ,lQji ,` ISiONS REQUIRED F / P�G�R b9) r' ' i1N2 WAREHOUSE WILL E / ` D E L / Zr fir`l .��` ',!` �P . Icy �� xx +� ?M .THE EXISTING FAkAL!TY ryt v: ,RC1,2 �4x /'Y 4 � �` 1 y , <11 �qQ SJr} +L `\Q ,SbN}1a'71 i I ` i i a �r 71274 O i^ 712.7 712.25 rt/• J // . ' 'v 9011 ri `` EXISTING VDOT ENTRANCE; TO REMAIN 1. Q,o��•o,tl _ tip' _, ,,Y¢ �o '��.. - T 1 It / `r. M��Svy� �� z9�} NO WORK PROPOSED IN VDO RIGHT OF WAY rt1lby \... a�1•a 1`3,,.yZ Lro * ram. t a f set .._SAL SITE PEAK{ APPROVED IP } I/ i y1 r« , 5 <11x \ ��,};' 1. Boundary information shown hereon is based on an r'� tir,� �\� / t1,•ys3} actual field run survey made on September 27,19%. 2. Vertical datum is bsed on USC+GS mean sea level, Topography shown hereon is based on field run survey made on September 27, M6. 3. The exact location of underground utilities could not be 1s1 '. t t1,•3 �} y ,, 11}j �l 11,3 e- OWNER/DEVELOPER: GRAPHIC" SCALE DAVENPORT INSULATION, INC 240 LENOIR DRIVE 30 c 15 30 60 120 WINCHESTER, VIRG}NIA 22603 ' ' ' --- ' ' 540-667-0109 verified at the time of survey. 4. A 5' front yard setback variance was granted by the Board of Zoning Appeals on 16 July 1996 (BZA-10-96) for the building entrance. Gilbert W. Clifford Engineers ---- Land Planners ( IN FEET } 1 5O--C OIClE Greenwich Dr, 1 inch = 30 f t Revision 2 21 November 1996 Revised per Planning & Public Works JLW F r Q d e r i C- i, 5 k.7 U r g, , J i r Cg i n i o 22401 Revision 1 31 October 1996 Revised grading at warehouse for Imdinq docks RAM l `j 4 0) i' 9 r8 -- 211 aJ PTA NEW PAVEMENT AREA (8" 218 AND 2" SM-2A) P A. �% E M E N I TO BE REMOVED ( TOPSOIL AND SEEDING REQ'D) NEW BUILDING' AREA NEW CONCRETE AREA SILT FENCE CULVERT INLET PROTECTION 4C1'_ ENa1NAU ---- --------- - -•---- --- ---- -Y-_-___-___ TOE Of FILL , ' 40--""' CULVERT �' I � I , ---------------- ------------ - - � r roe . nr u S41 FENCE --- ' DISTANCE 'S Q' MINIMUM ,c FLOW K TOWARD UhRAWMENT FLOW (, a woo ea ,,, If 0 U" 0W 0 -1 Lm. N/,IF ' 000 l .00) w tZUK ears r, r wma "t - it 00. (aWXTE FJOM SECTION A i h, I r oowsm vis W/ 64 A I ` A 1.-- MR IiSM (SM CO MTE --- .i•, ,,,, • stAB Araar wsowmur) L , arson im Al + 6" PW ,00 w MWA Of ♦) 6' (2) Ir 000M .r FWD POP 4 rfrx iT �& „ rlaw 1; AW .oDAU ROTS -- OW1E -� P�.PN VIEW -FM ZUD ca rt TIM 1T I TTTi� 1 T FRONT ELEVATQN STANDARD TRASH ENCLOSURE DETAIL �''ONST�UCTION N0 MAl NOIn IN COMUIEIE j wo close POSRIM (2) 21r IaW 3/Ir woos b (,owc ,PwaF, i i i 1. The controctor shall furnish all materials, labor :Ind equipment and perform all work including restorotion for the completed installatior, of the utility systems and all other improvements shown or implied as necessary for the completed facility reody for use. Unless otherwise noted, specrficatrons for all work to be in accordance with I phcabie Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2 The engineer has attempted to locate e4sbng subsurface utilities; however, such may exist that are not shown. The contractor shall exercise core in this worm so as to avoid damage to any utilities. Any damoge shall be the tl anti c r' r i ili T r i II iG I c � to s esp�ns b ty he cantracto shot{ notify a ut ty sampan es 72 hours prior to construction. Call miss Utility i-8W-257-77 . 3. The contract ti li e r n i f oil t k or s. a b espo s ble or a cons ruction, stakeout. Ail dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4 Any unusual subsurface conditions encountered during the course of the work shot! be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, of his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All gqrading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. EROSION CONTROL ! A Land Disturbance Permit may be required prior to initiating any site work This permit can be obtoined from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in occordance with the Virginia Erosion Contro! Guidelines and local ordinance-, and to be utilized during the construction period. 3 All erosion control structures shown or as required during construction shall be continuously maintained throughout the penod in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date ofter establishing grade No area is to remain denuded for more than 7 calendar days when construction is not in progress 4 Contractor to aeon up and restore disturbed oreas immediately upon completion of pipe -toying in the affected 5. AUI unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, composted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RELI 1 Buming of land clearing debrs requires o permit from the Fire Morshol. Burning of construction debris on site is prohibited Access for emergency vehicles must be rrrointoined at all times during construction, Fire Hydrants are not to be obstructed at any time FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shalt additionally meet all requirements of the Frederick County Sonitotion Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sonrtation Authority os necessary. ?. Exact focotrons for .sewer and water services to be directed by the Frederick Canty Sanitation Authority Inspector in the field. Contractor to provide assistance as the inspector may require in this effort. 3. Temporary termination of sewer fine shall be plugged with a watertight plug. The ends of the laterals stroll be rnarked with a treated 2x4 post extending from th6 plug eighteen (18) inches above the ground. The top six (6) inches of the post sho!i be painted green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the trame and �rwer be properly otigned with its meter box and yoke bar, 2) the frome and cover be set to final grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) oli components of he meter box assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority sholl install all water and sewer services that connect to existing lines. The location of the tap and the terminotion point of the loterol are to be coordinated with the Authority's assistant 6. The Frederick County Sanitation .Authority shall tap all existing *ate will furnish, the materials for and make the top. The contrortor must make opplicaGon for and ppay 2 rk. 7 Frederick County Sanitation Authority opproval of this site pl s two 21 from date of approval. a 's` scats DAVENPORT INSULATION :_;,' _t Associates, Ine. nd r^ i SHEET FACILITY EXPAN LION F LA F - Surveyors STONEWALL MAGISTERIAL DISTRICT OF 200 North Cameron St, � Winchester, Virginia 22601 (540) 667-213 FREDERICK COUNTY, VIRGINIA APPROVED BY" ZONING ADMINISTRATOR: E SITE DEVELOPMENT SUMWY _ EXISTING LOT AREAL ..2.50 ACRES ZOrpPtG U-1 NNI. SL78M REQUf1O FRONT 7y SIDE 25, 25, EX YINRD10115E FLOOR AREA 5036 SQ. FT. PROP. WMEHOUSE//DFFFiCE - 3931 X FT. "RER OF EMPDOfF£S - 26 TOTAL PANK SPACES REQUIRE 26 SPACES EXISTING PARKING 20 SPACES PROPOSED PAWING 19 SPACES HAII01CAFPED SPACES REWRED 2 SPACES EUi WAPPED SPACES PROVDED 2 SPACES LOADING SPACES REQUIRED 0 LOADfNG SPACES PROVIDED 4 OPEN SPACE REQIARED - - 47,1% SQ, FT. OPEN SPACE PRNOED 156,103 ' SQ FT. PARKNG LOT PfiiflFR 346 FT. PERIATEk TREES REOI9RED - - - 9 (AT 1 PER 40 FT) PARKNG SPACE: TREES REQUIkfD 2 (AT 1 PER 10) TREES REOUIRED 11 EACH CANOE^! TREES PROVIDED - 11 EACH DISTURBED AREA - . 2 ACRES NO SIGNS OR OLM)R LIGHTiNG PROPOSED NO PONE MOUNTED LIGHT FIXTURES ARE PROPOSED NO STEEP SLOPES, WOODUNDS, FLOODPLAINS, WETLANDS, SWKWXES, OR OTHER ENVIRONMENTAL FEATURES WILL. BE DISTURBED DISTURBED AkfA LESS TNAN M000 SOFT BOUNDARY LINE INFORMATION PER L. ALLEN EBERT PLAT DATED 10 SEPTEMBER, 1990. MiNOR SUBDIVISION MS-22-95 Ix 899 ,r 4 L� '' �TION _ so e e - LOCATION MAP 1 " = 2000' a.o • o iiNTERC4ANGE 82 Pre development Drainage Area to 30' CMP - 9,9 ac 7.1 oc at C = 0,9 2.8 ac at C = 0.3 Sum CA = 7.23 Assume T(c) - 15 min. i(10i = 4,6 In/hr 0(10) = 33.3 cFs Post development Drainage Area to 30' CMP = 9.9 or 7.4 ac at C = 09 25 ac of C = 03 Sum CA = 7 41 Assume T(c) = 15 min. It 10) = 4.6 In/hr 0(10) = 34.1 cfs Peat. Flow Increase = 0.8 cfs Percentage Inereuse = 2.4% July 22, 1996 � bl k LEGEND: ABBREVIATION QFINi ON CMP CORRUGATED METAL PiPE i EO ELECTRIC OUTLET --- - �? \ F.F. FINISHED FLOOR ELEVATION FH FIRE HYDRANT GA GUY- ANCHOR -,.. GLM GAS LINE MARKER ` WV. INVERT G� MB MAIL BOX SANITARY MH SANITARY MANHOLE rye. 07 •� �'' RIM=P5 44 TRB TELEPHONE RISER BOX � INV. IN=707 94 WPP WOOD POWER POLE « tiL iS WV. OU T- 7 07 84 " \ ---- -- to �� WV" WA TER VALVE �' t��6 ''1� cc �� MAPLE t O/H UTILITY LINES--, — _ X ��ttt�. `ti ;' `�0��\gs�+\ 4 EX. SPOT ELE VA TION • (437.8) iRF IRON ROD FOUND iRS IRON ROD SET �9 IPF IRON PiPE FOUND c 41, �c/ . EX. CURB & GUTTER PROPOSED PIN OAK - 2" CALIPER AT PLANTING (11 REQUIRED) yL • 84 LF7 RE?AIN►NG 4VALt f2E011lRED F~Q�rf `' y EMERALD GREEN ARBORVITAE - 4' HIGH AT PLANTING (10 REQUIRED) Q� t -- y .- - 1k0)--.,.- r `kkl. OJ +• ��2 > ( t1,Q WPP -, , x �. �5 PROADt 6 FT HIGH OPAQUE%f��,f, 191 1 i � FENCE WITH 12 FT SWfNG GATE •fit �ty21 �� CA �1,3 !✓;- .lr3h 1 XY HFP/—��9 •�l`3 ,e t1,4q}l- EXISTING WELL TO BE CAP Duo �.�� ' AND ABANDONED PER H TH co ' DEPARTMENT REOUIREMENTS ~ O,33� 71', ,l1\`l !,.:� \r` 1R�r+�31 ti d' 2 NEW PARKING SPACES , `{. /1 y °�« �l Ct 3,) 1, 1�A �� ir. ^� y Alt `t' '' C" f ✓ %%� GLn,(INPIP �.� G • `v j' p, ``< 705.73 ci�l { @ �- lRS INV.=705.63 RiM= 713. 48 1�1�, 1 " +` .`- �� b�� ° ram, (?1`r IN V = 705.89 RF k0, '\. Cry.. S '� ,`O�•` �cyiw � ._ � \'� '1 132 6001 (0,5'`� ul 1��1 !' 11','''��'� ��rP `�~ Q ��J��fi' •(>CGL'� C�+•P } tj4-F�(r � `� '`�. �1�;�2a91 0- , 1�+Ni'6 r 1. 712.5 ifltLiTY E7tTFN510N5 REQUIRED FOF;` "c?�~�'. "0 �F� Otfi8�, ,. tr�5£� \ THE PROPOSED WAREHOUSE WILL 9E � ,. �� AP� G0�' : � c , \ \ \, THE Xf-.11N' f ITY � n r EXTENDED f?kOM E E G t. 1-' � ;, , a �' �• �/' l 11 �� \ t% i 3 L Al Q 'a 713 712.7 � Teo �';, +. ,�3' �` '; ' , - � ,, � �G • 4 COUNTY of FREDERICK Department of Planning and Development 5401665-5651 FAX: 540/ 6734682 Davenport Insulation Attn: Mr. Gary Dove 240 Lenoir Drive Winchester, VA 22603 RE: VARIANCE APPLICATION #010-96: DAVENPORT INSULATION Dear Mr. Dove: This letter is to confirm action taken by the Frederick County Board of Zoning Appeals at their meeting of July 16, 1996. The Board of Zoning Appeals approved your revised re uest for a 5' ( instead of 8') front yard setback variance for an entrance to the existing building (instead -of an tion). If you have any questions regarding the approval of this applicatio,:, please feel free to call this office. Sin rely, ,& W. Wayne iller Zoning A inistmtor WWM/cg Dar N ME T A VPhiT QT) DWG . A �I H pA DATE: '-40CTOBER 1996 a DESIGNED BY: RAM A. MISLOWSKY, JR, Z DRAWN BY: rm APPROVED BY: RAM tsfol�Al Q�G � y1 �` 712.7F.v 712.25 fi)�/� aq ` ,,1�' , 3}) / 4V IMP 6 \ �,�� y i ,,''''A E ., ..\ oPr'a l Ur ?"s- 7, f i+!' y1 ' \ 7 tp .' �,\Yt y ou• , ,, o�� ' i1n 1� 3 1 k ° k �� EXISTING VDOT ENTRANCES TO REMAIN IP NO WORK PROPOSED IN VDOT RIGHT OF WA', LS +� s�°o ~ `et �. a` NAL SITE PLAN' „ IO\ h� pad APPROVED se }l �' 3? ' e IP ) , '1� DATE--.2�� /l «pia��' J ';, ....C)pc\ X710.25 NOTES: .s��°0 J �x 1. Boundary information shown hereon is based on an 1� �•,� �� i1i3? �1,z931 actual field run survey made on September 27, 1996. 2. Vertical datum is bsed on USC+GS mean sea level. `t' Topography shown hereon is based on field run survey `Y', , I ► "�, made on September 27,1996. ' � •.-,'! Fix `P�t�2�s1 3. The exact location of underground utilities could not be ' 513?1ir `13 GRAPHIC SCALE 30 G 15 30 60 ( IN FEET ) 1 inch = 30 ft. L��631' GINNER/DEVELOPER: DAVENPORT INSULATION, INC 240 LENOIR DRIVE 120 WINCHESTER, VIRGiNIA 22603 i 540-667-0109 verified at the time of survey. 4. A 5' front yard setback variance was granted by the Board of Zoning Appeals on 16 July 1996 (BZA-10-96) for the bum entrance. Gilbert W. Clifford Engineers --- 150-C 01de Greenwich Dr. Revision 2 21 November 1996 Revised per planning & Public Works 1-W F r e d e r"`' i s I•: S b l,l r g, Virginia 22401 Revision 1 31 October 1996 Revised 7roding of warehouse for loading docks RAM 5 4 0) .99 8, -- 2115 NEW PAVEMENT AREA (8" 21B AND 2" SM-2A) fD A V E M E I TO BE REMOVED (TOPSaL AND SEEDING REQ'D ) NEW BUILDING AREA NEW CONCRETE AREA SIL T FENCE CULVERT INLET PROTECTION CKOW&L - --------- -- ------- -- --- TOE OF IL CULVERT I , I , �I �I , , i TOE Of FIU ' I SILT FENCE — atSTANCE IS 6' MRIYUM �F FLOW S TOWARD Ex.66ANKMENT Raw ra or WOW ft r, R roue, sRrK r-r wNc. N( O� 01) i Ly 1. f. or W" ft sq If OR " Mcs" Fnon6c SECTION A IsWpf FOR 1000 A t / 6' OO/KRM SUE N/ 6.6 / A ((- �- sue IrreT r#>'ar W�nriatty 1 DOW" im Al E" ROST FOOW R,RKA OF 4) . 0 it% r RNWA PLAN ViEW i � r r um s I saNP[ sT[F] 4r MF16 ALL � r - I � r FEQ NT ELL)MIION STANDARD TRASH ENCID STM DETAIL CONSTRUCTION NOTES A T W an N Comm TO Tax QW IN OM I no CLOUD ROSMIaM'. (2) 24' LOW JAr WM tw6tt: � 1. The contractor shall furnish all materials, labor and equipment and perform oil work including restoration for the completed installation of the utility systems and all other Improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2 The engineer has attempted to locate existing subsurface utilities however, such may exist that are not shown, The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shad be the contractor's responsibility�y, The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-M.. 3 The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to be4nning the work. The Engineer will approve all cut sheets. 4 Anyy unusual subsurface conditions encountered during the course of the work shall be Immediately brought to the attenbon of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All groding for improvements to be confined to the project ores. Any work performed offsite is the Contractor's responsibility EROSION CONTROL 1. A Land Disturbance Permit may be required prior to initiating any site work. This permit can be obtained from the Frederica. County Public Works Deportment, 2 Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible dote after establishing grode No area is to remain denuded for more than 7 calendar days when construction Is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe-faying in the affected 5 All unpaved areas of the site which are disturbed by this construction stall be provided with 4' topsoil, fertilized, seeded, compacted and mulched Seed bed to be watered and cared for as necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FiRE & RESCUE 1. Buming of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site Is prohibited 2. Access for emergency vehicles must be maintained at all times during construction. Fire Hydrants are not to be obstructed at any time FREDERICK COUNTY SANITATION AUTHORITY 1 Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sonrtotion Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority inspector in the field. Contractor to provide assistance as the inspector may require in this effort. 3. Temporary termination of sewer line shall be plugged with a wytertuht plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the plug eighteen 118) Inches above the grouna. The top six (6) inches of the post shall be painted green, Sewer la eral elevations to be compatible with gravity serv*ce to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frame and cover be property aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The iocotion of the top and the termination point of the lateral are to be coordinated with the Authority's assistant 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the top. The contractor must make application for and pay the cost of this work. 7 Frederick County Sanitation Authority approval of this site pion expires two (2) years from date of approval. 4 ` scale ' DAVENPORT INSULATION, 1 -30' and Associates, hic. `'�� zSHEET FA�;ILITY EXPANE)ION FLCIIJ �zW Land Planners - -Surveyors STONEWALL MAGISTERIAL DISTRI z U oQ f OF 200 North Cameron. St, �` �t� Winchester, Virginia 22601 El Zl\ t.540) 667--2139 FREDERICK COUNTY, IRGINiA APPROVED BY ZONING ADMINISTRATOR: SITE DEVELOPMENT SUMMARY EXISW LOT AIIA 2.50 ACRES ZOKNNG IIAN. SETBACKS REQU00: FRONT _ 75, SIDE _. 25, REAR . _ 25, Ek tWtEH0 a FLOOR AREA 503E SO, FT. PROP. NIARDIOUS£/OFFICE 3931 So. FT. Ntf11I E OF ETMLOI'EES 26 TOTAL PAWK SPACES REQURED 26 SPACES EXISTING PARKING 20 SPACES PROPOSED PAWJK 19 SPA) ES HNO CAPPED SPACES REOU REM 2 SPACES HN4W-449 SPIM PROVDEII 2 SPAC6 LOADW SPACES REQURtED 0 LOADW SPACES PRfMOED 4 OPEN SPXE Fi OURE11 47,33E SO. FT. OPEN SPACE PRONDfD 156,103 SO. FT. PARO C LOT PERtIM ...... ... 346 FT, PERI1M TREES REQM .... 9 (AT 1 PER 40 FT) PARKING SPACE TREES RE1 LMED 2 (AT I PER 10) iRtES REQUM .. .......... 11 EACH CANOPY TREES PROVIDED 11 EACH DIST1M AREA .. ...... .2 ACRES NO SIGNS OR OUrM UGHTING PROPOSED NO POLE MOUNTED LIGHT FIXTLWS ARE PROPOSED NO STEEP WIPES, 'WOODLANDS, FL00DPtA1NS, WETLANDS, SINKHOLES, OR OTHER ENu1ROW&VAL FEATURES ML BE DISTURBED DISTURBED AREA LESS THAN 10,000 SOFT BOUNDARY LINE INFORMATION PER L. ALLEN EBERT PLAT DATED 10 SEPTEMBER, 1990. MINOR StJBDIVISION MS--22-95