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HomeMy WebLinkAbout05-00 Coral Graphic Services, Inc. - Back Creek - BackfileLL- o J 0 0 0 CU u--, m LO LD 0 L C O Q, 0 U IT CU Q M o-, C a U1 Q, CD CD U) ro (D ro L O U LC) R, W CD iL_ .n 0 X W GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP C� EXISTING INTERMEDIATE CONTOUR--------_. i? SCALE 1"= 1000' 1. Methods and materials used in the co:mstruction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 3310 W County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion PROPOSED ® UJ and Sediment Control Regulations and any other state, federal, or local regulations CONTOUR 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between an of these standards, specifications or PP Y P EXISTING EDGE OF PAVEMENT EX Ias�P - - - �. �� Z must be provided prior to issuance o)f the site development permit. The approval of these plans in no way P P P P PP P Y the Virginia Siltation Erosion plans, the most stringent shall govern. PROPOSED EDGE OF PAVEMENT PROP E/P `,SIB \ '� �'yA /�°� �%�� ` ', CD relieves the developer or his agent off the responsibilities contained in and W, \. �,�� ; ! 61 Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER =-------.--------- EX C&G P____ ___-_______ 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation y Safety & Health Administration and VOSH Rules & Regulations. Y g PROP C&G 5'aL �. r � t� n W VDOT and Frederick Count prior to, construction in existing State right-of-way. (VDOT) Y P g g Y• PROPOSED CURB AND GUTTER 40 sso \` 0 V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R r °�° 4. Approval of this plan does not guararutee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R 0 ; f % cs� as`~ required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's ' Q I CO 5. The exact location of all guard rails swill be determined b VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE - ----- - - , 1° �_ \ ��� F: � cfl co with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE---�'--- -m v,� , U/ '^ ,� 3 �� (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may g g g Y Y EXISTING STORM SEWER EX. 13" RCP '` 'h �r1k'� ' s °g � , f/ r .• c\1 responsible for providing guardrail arud paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. g " '` `" r 'r� ' Virginia Department of Transportations (VDOT) Guard Rail and Paved Ditch Specifications. PROP. P. 15RCP <<r � � ` W ass ,b .,, a) p V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWERs s, > W 6. An approved set of plans and all apphicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. ? „ J representative of the developer must be available at all times. EXISTING SANITARY SEWER ' '� ,� 1G / c,- `/ \`'� �n� o Q X H w 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic` V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER c. 1 � � .' ,j � Control Devices (MUTCD). 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. EXISTING ELECTRIC SERVICE---------i ~---- -- j` �/��\ 8. before All unsuitable material shall be removred from the construction limits of the roadway placing PROPOSED ELECTRIC SERVICE �j * / embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for 67 / •. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any inspection. EXISTING GAS LINE - ---�7 _-IT /J%- `DA /� i 00 than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE q00W 10. All roadside ditches at grades of more: than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained PROJECT INFORMATION be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE -'t -x-- ----- --- ----- 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE- U) o_ PARCEL IDENTIFICATION NO. TAX MAP 15 - ((A)) - IB one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS: 1&0 INDUSTRIAL DRIVE 0 C/) and at the end of construction. EXISTING TELEPHONE POLE Z 5 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to TOTAL AREA: 5.04 AG O w enterin public streets, and it is the contractors responsibility to clean streets, allay dust, and to take g P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE DISTURBED AREA: 1.31 AG N 5 � whatever measures are necessary to iinsure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drains a facilities. P Y g PROPOSED WATERLINE W/ TEE CURRENT ZONING: M-1 (URBAN DEVELOPMENT AREA) w z cn cn 0 condition at all times. CURRENT USE: OFFICE/INDUSTRIAL/WAREHOUSE z w 0 0 0 14. ' Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT �" Cov PROPOSED ZONING: PROPOSED USE OF ADDITION: M-1 WAREHOUSE O w UJ � o F > in > Fnn > sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that g g 5 w :2U w w w sheets, and connections to existing limes. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE MAXIMUMPROPOSED PARKING CALCULATIONS O Z Z Z 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current PP V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® BUILDING HEIGHT: 60 FEET 28 FEET U I- - Z Z Z Z w Z Z w Z w standards and specifications of Frederick County and/or the Frederick County Public Service Authority. prior to placement of fill. EXISTING REDUCER PROVIDED: 3-7 SPACES o REQUIRED REQUIRED: I/EMPLOYEE (WAREHOUSE) =0 > a O O 0 16. The location of existing utilities showrn in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER IF BUILDING SETBACKS: FRONT: 15 FEET 51 INDUSTRIAL $ 2 OFFICE EMPLOYEES �3 contractors responsibility to verify thie exact horizontal and vertical location of all existing utilities as needed P Y Y g STOP SIGN SIDE: 25 FEET 3/ 4 EMPLOYEES (INDUSTRIALr28 0 Z 0 Z 0 Z prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing P g� Y g g be compacted in 6" lifts to 95% of theoretical maximum density as determined by REAR: 25 FEET I/250 SF (I,g50 SF OFFICE) z z z utility verification and the proposed construction. within , plus or minus 2% of optimum moisture for the full width AASHTO T-99 Method AP P VEHICLES PER DAY COUNT 100 TOTAL SPACES: =36 0 0 Q Q of any dedicated street right-of-way. At the direction of VDOT Inspector density tests REQUIRED 00 < < 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT PROPOSED STREET NAME SIGN _T_ PARKING SETBACKS: FRONT: 25 FEET U c) a- a- a result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to PROPOSED SANITARY LATERAL CLEANOUT SIDE: 5 FEET MIN. REQUIRED H.G. SPACES = 2 0 0 0 0 0 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. REAR: 5 FEET LOADING CALCULATIONS w must be provided to Frederick Countyr Public Service Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans SANITARY MANHOLE EDENTIFIER 12 PROVIDED: 3 SPACES Q o cv 00 development permits. and further where determined necessary by VDOT Inspector. LANDSCAPE TABULATIONS REQUIRED: I SPACES (1 /40,000 SF (WAREHOUSE)) Np O IN O O 19. The developer will be responsible for the relocation of any utilities which is required as a result of his STORM DRAIN STRUCTURE IDENTIFIER O project. The relocation should be dome prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way SITE AREA: 5.04 AG F.A.R. CALCULATIONS shall meet VDOT minimum design standards and is the developer's responsibility. IMPERVIOUS AREA: 1.68 AC (13,185 SF) 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected EASEMENT LINE PARKING: PROPOSED PHASE: FAR BLDG. AREA in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within CENTERLINE PAVED: 34,612 SF engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to EXISTING BUILDING: 0.15 31,g50 SF acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION 12.0 BUILDING: OFFICE: 050 SF 21. The contractor is to verify field condittions prior to and during construction and notify Greenway Engineering + OFFICE: 1,150 SF MANUFACTURING: 23,373 SF at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance b VDOT of an streets, an required street si na a and/or pavement P Y Y Y q g g / P PROPOSED SPOT ELEVATION 715 s WAREHOUSE: 36,823 SF WAREHOUSING: 66,275 SF 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING TREE DRIP LINE LANDSCAPE OPEN SPACE: 3.36 AC (61%) TOTAL EX. BLDG. AREA: 31,g50 SF proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED ADDITION: 0.03 6,600 SF professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. PLANTING REQUIREMENTS u geotechnical report has been prepared, it should supersede the requirements in this note. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. FINAL FAR: 0.18 55,550 SF 23. Contractors lines in the PARKING PERIMETER: I TREE/40 LF OPROPOSED shall notify operators who maintain underground utility area of proposed excavating PERIMETER LENGTH: ISO LF or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement TREES REQUIRED: 4 TREES of excavation or demolition. Names and 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. INTERIOR PARKING L OT: I TREE/10 SPACES 24. The building shall comply with the Uniform Statewide Building Code and section 311, use group S (storage) TOTAL SPACES: 28 SPACES :4 W of the BOCA National Building Code/19'96. Other codes that apply are CABO all7.1-92 Accessible and Usable TREES REQUIRED: 3 TREES Q Building and Facilities. `--- 4 V) 25. Handicapped parking shall have a minimum 8' wide van accessible parking space with an 8' wide striped loading isle. TOTAL REQUIRED TREES: 7 TREES U > 26. The building shall comply with all current and applicable ADA access and egress requirements. TOTAL PROVIDED TREES: 1 TREES C� > 27. All new public utility improvements shall be located underground. 0-4 28. Prior to commencingsite radio work, a land disturbance permit shall be obtained from the Frederick Count Public grading P Y LfliN L S 1 PI L �'' E- X F-+ Works Department rd-` � �; W W W Q �D UTILITY CONTACTS FIRE MARSHALL S NOTE l i 3 °" "�.:� _ °Tfiy ENVIRONMENTAL FEATURES � CD O � bs - oo PERCENT FEATURE DISTURBED Z p� Q W �/ U W W MISS UTILITY 1-800-257-7777 APPROVING AUTHORITY Fire lane markings and sianage: Any No Parking signs and yellow painted curb locations will be installed APPROVED BY THE ZONING ADMINISTRATOR FLOODPLAINS O LAKES 4 PONDS O ,> �D� OU GY U U ►--� Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power by field inspection at the direction of the Fire Marshall's Office. WETLANDS >IAG O � = W P.O. Box 1877 P.O. Box 1458 x Winchester, VA. 22604 Hagerstown, MD 21741 31131 � SINKHOLES O `� U Q (540) 868 1061 1-800-654-3317 NATURAL S.W. O DETENTION AREAS rW Phone: Bell -Atlantic Gas: Shenandoah Gas Co. P.O. Box 17,398 P.O. Box 2400 STEEP SLOPES O ZONING ADMINISTRATOR DATE FREDERICK COUNTY, VIRGINIA >I Baltimore, MID 21297 Winchester, VA 22604 THIS SITE PLAN SHALL BE VALID FOR FIVE YEARS FROM THE DATE OF APPROVAL ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL (301) 954-6282 (540) 869-1111 WOODLANDS O MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY FCSA CONSTRUCTION NOTES T RIP GENERATION DATA COVER SHEET O F AGrp QCLASS USE UNITS BUILDING AREA TRIP RATE VPD 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. 150 WAREHOUSE PER 1000 SF 36,823 SF 4.96 183 ® 9 2. THE CONTRACTOR SHALL COORDINATE WIITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. (P.198) ARK D. H Project Name: Project Number: o 3. EXACT LOCATIONS OF WATER AND SEWEIR SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 710 OFFICE BUILDING (P.1052) PER 1000 SF 1,750 SF 11.01 19 ''d No.022837 �0�, �%/1, () ��v � /� T /� ��/ �T �/ CORAL GRAPHIC ►.�1� R4� ICL S 0 VA F 245-7 �~ Magisterial District: Date of Plan: (Month, Day, Year) 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER TOTAL TRIPS 202 SIDNAL 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 NOTE: THIS SITE PLAN IS ADDING ONLY 6,600 SF WAREHOUSE SPACE TO THE SITE. Back Greek District January 2000 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 THE ADDITIONAL TRAFFIC THAT THIS WILL GENERATE IS 33 VPD. INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS PROFESSIONAL SEAL &SIGNATURE Owner: Address, Including Zip Code & Telephone No. 9 P P 160 Industrial Drive THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. GOrQI CerraP hIG iG �Services Of fir nlinchester, W Virginia DATE: THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE SHEET INDEX THESE PLANS ARE IN CONFORMANCE WITH (540) 86Q-050o AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND JANUARY 2000 Developer: Address, Including Zip Code &Telephone No. 160 INDUSTRIAL DRIVE 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE DESIGNED BY: DLF AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY GORAL GRAPH I G SERV I GES OF VIRGINIA WINCHESTER, VIRGINIA 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE, SHEET 1 COVER SHEET THE ZONING ADMINISTRATOR PRIOR TO (540) 662-4165 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR SHEET 2 SITE PLAN & DETAILS CHECKED BY: Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 Windy HIII Lane DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. SHEET 3 EROSION CONTROL & LANDSCAPE PLAN IF THE ASSEMBLY IS MOUNTED INSIDE ABUILDING, A REMOTE READOUT IS REQUIRED. OreenNoy Engineering Winche5ter, VA 22602 JOB N0. 2457 SHEET 1 OF 3 (540) 662-4185 ONSITE TYrPIGAL PAVEMENT SEGTION NOT TO 5GALE C-01 Im I rd 0 0 rw I a In nei. PAVEMENT DE516N BASED ON A 5U56RADE GBR DE516N VALUE OF 10. 501L TEST OF THE 9UB6RADE MUST SUBMITTED FOR AGTUAL DETERMINATION OF REQUIRED PAVEMENT 5EGTION THIIGKNE55 PRIOR TO GON5TRUGTION. PVHT5EGT 4 to I I f 2,• R I I I 1": 1' T V a e, e a Q e ° a 6" 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE COINTRACTOR THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. CG-6 BOTTOM OF CURB & GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBSURFACE COURSES, PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. NOTE: COMB.. CURB & GUTTER HAVING A RADIUS OF 300' OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS A RADIAL COMBIN— ATION CURB & GUTTER. THIS IITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER 105 (NOT TO SCALE) 502 V'IRGINIA DEPARTMENT OF TRANSPORTATION 201.03 EX:PAN51ON JOINT FLUSH GRADE TO MEET PLAZA OR 51DE1^IALK ADA 5TANDARD5 ASPHALT PVMT. I � • a .. � 6tJ±7"FR •, a r o - 5UBBA5E GOMPAGTED 5OB6RADE (q5% DENSITY) G6-(bR DEPRESSED CURB DETAIL (NOT TO 5GALE) NOTE5: THICKNESS OF 5015BA5E 15 THE 5AME jA5 THE REMAINING PAVEMENT SECTION. CONCRETE TO BE GLA55 A3 IF GA5T IN PLACE, IP51-4000 IF PRECAST. LL_ J Cl 0 0 Co l!7 Lri LD L lD 0 M ML L0 CU v N rr rn m cz CD En / of c CD CD 0, a� U a L M L 0 U I r Ln Cu / Li im / \ / / c �+ ZONED: 4A USE: RESIDENTIAL TAX MAP �5 ((A)) PP�RGEL 15 34°47'58" E _ 406.48' -- I N/F P RRY TU T _ _ __ __ I �Hc _ --7 — —gip— r F r J j \ 25REAR YARD BUILDING 5ETBAGK f Fit 2 _ _--_..._........_ —-- � : RAAI= PC f<'h1E�? f'AG'�F e�' 712�`� 82 K EXEX i 4 :aa � a 1�! / •-" �.,;..i �,1i. G�Ni.; fi'A� a 1 —,,. _FX.b2?•r EX 620 \ 20 EX 62EX. 620 EX 020 No r / -EX. GONt. \ y � i h f At?5 (mp,) IEX. DOORHAY ' EX. BUILDING r4, aRrvE uxxx .� 1, �.a y 3 �. �. ,,. -°'� ' � •'` / / '� ' _ I BUILDING EXPANSION F•F' CON(y_ i� N/F CORRUGATED, CONTAINER CORP. ZONED: M-1 USE: INDUSTRIAL PIN: TAX MAP -75 ((A)) PARG Ex. CAS ~ MARKER F.F. = 782.00' Lv �s °rsnr- VOOR 5.1 \ �, G-6R \e gl°8 btu bl4 - � 3 ''� � cv •/ ...' t E'P X X X IX NI 1 Ij L` ••1.G I \ � � E Ex.gt° �: L�UMPSTER / �► / ! '� / I! ✓ ! / ., CQ \79 EXZ06 H-12 4 . \ , H.G. RAMP 0 .a ` 4 4 \RPOO D c 'G l'Ib Ci �� 4 7q T EX � f F.H. --••, :fr. I... a �. i r ./ � / PAV 6 � � 6' �X, �.<c:.�t�.. ��G•v :x \ \ I 1 Ex. ' ..ate- m / ell ` l " j ,AD7fvC7JBA x.l EX, ' 1, Jv 10 a / / I(.J / �.__ •� E.'{': �t.•c i�'1�, fp!•?JJ - ,.- I � � .� / ..� e •.. -.. N k�. PARKING 5PACE5 Ak I'llI / I C�V r GUT �I- \ ° RI7 P b2 �� ` � -' - _- f V / N/E // BRUGE IG. DAWSON - `-- oZONEF. M-1 / _ USE \/AGANT -.� _A:• , r TF /Nt , dvv r PIN TAX MAP -75 ((A)) PARCEL IE f j S lk-__..- \ 7 Ex.7g° _Ex. ig2 - i�t ti i t EX. GG-6\ Ex.77 _ 1 V I \ --- -... _... --- .,•�� f- Er,. 2c.-' �°�� LINE E5t�fr. ( ,,. � . --•- ,�-� + t' ! / /-:- L. -- 1 \ � �- \ ~� ...� " ~_ ,'• I � pig �" � � -- J % J e I If Q Ck N ly /V4 � � ' � to 1 � � � `` �, '' •. �• \ \ � / � � � -- ' { / / • .�' 1 MAtKK ` `FRONT YARD B1111646 5ET13ACK NOTE: EN Q TO BE UPGRADED TO g- g8's16NDARD5 WITH \ A 4a- APER AkD 12' •QFF5ET AT I \ I \ \ t TI Ot NEXT SITE IMPROVQMEN 1 �INv: IN `. I I\ \ \\ Ex. 15' GMR'' 3 , � G��f?; '_• - �c� -• . INV,' IN /--\,0. IN IN' ✓" U _ _ �:.� \ '1 ` ----- — 'i s < .. ,..- r 7.E j �A r ` \ > I ' IN, IN ' \ ....r" 4 INL, crvr i X , R,--P ' _ _ _ f ( \ 1 75_3.25�a I E -- � ��,J;•�P � I. oU, — _ ^ _ _ _ _ __ _ _ — _ \ rl 'oU?- �t \\ \ f / \ \ ` IN �� . -`` �.. ...._ ..._. =D _._ �.71�, � `ice _ I !RP �` f ` , � 1/2" lRF \ \ 1/2" S..- �„ •-�"' "'�� ___ � l ___ �" '`�.� .,-•. '"- "� ,;-,..k:,--k':�" Sphl rAR'�` �:*E6^IEF ��-- -- ..- S - I . _ ft Ile .. --- - X..-- EF' .- A ROUTE v 880 INDUSTRIAL DRIVE / SPEED LIMIT�35 \ VNLA�, MOYON GQJ .� L>E R� E 1 .�_ ZONE M-! USE: - - E _ I NDUSTR f�L P I N� TAX _ MAP 3 ((6)) PARCEL _ .__ -- L___ _�. __ _L_ ��, \ -- w w w w w w E,x. ry w yY w Ex. I. -Is' Y'u�rEP ty r,= 0 Z W W z 0 m WCv2 O CO Lf) C\2 Ita 1 �� °0 I rn Zx Ln C\2 O U •-• L0 CD 0 tio r. O W� ri 0 0 Z GG z O z O z O W W H U U U E" o �- U U a a a W 8 g c $ �t c d ... = m c CO o � m M A � O O O O O '� \I \I\I V<1 r97 MARK D. SMITH No.022837 Lls�jOIVAL v cf) Z W 00 Z > z az � Q E­ U� IJ4 L� w a a � J Q U DATE: JANUARY 2000 SCALE: I"=30' DESIGNED BY. DLF JOB NO. 2457 SHEET 2 OF 3 a a cn 0 0 CD CV Cu O m ai 0 n aD a.l m n C-) En J I cn W r` Ln v Cu v C� rn IT c ca a a� In aT c L a.l aD al c a.� i Cn 1 a m L CD 0 CD C I In v Cu J a� L� 0 i _ k X 1,12" IRE= PP f i EK GONG.- iq X 1 - _ X_ GONG. PAO � I Ex ` At - 3F ax. z521 Ex. d2° L 3C_ C" SF I ,.i X f PA05 BUIL7iNG EXPAN31O>N 6,600 5.F. F.F. = 762.00' e r- - _._ .^ _._. __..- - � ---- --� --_. �Lx. 6.2.0 y ✓ i=X. GONG. PAD F1 l X �AEX, BL-0100465 CONY. e LG i ,t f rx j I f f CONC.r � 1 � 1-4 sr 1✓5_NALL r � 1� 0� � {, �\ � lets � i` � � \ '`•-.� �•.� � � '/ Y 1 �1 \ Sr._.� _ t._ - -1 _ f EX. u" I Fr % L11 iE jEX1. 20 ourCq T+415 PLAN-A5_...F0R' 'E 05ION GONTROL PURPOSES.- NL*! \ \ 40� \N, , I I EROSION/SEDIMENT CONTROL LEGEND NO. KEY 5YM130L 3.02 3.05 lO A - x 3.04 (O , DE5GRIPTION TEMPORARY GRAVEL GONSTRUGTION ENTRANCE SILT FENCE ROCK CHECK DAM LIMITS OF GLEARING 4 GRADING COREL GRAPHIC, 5ERVIGE5 OF VIRC71NIA Erosion and Sediment Control Narrative Project Descrlpitlon The purpose of Ithls project Is for the construction of a 6,600 SF building addition to the existing 31,973 SF Industrial building on tax map 75 ((A)) parcel IB in the County of Frederick, Virginia. The overall site area Is 5.04 acres, and the site disturbed area for this project Is 1.31 acres. Existing Site Conditions The site is currelntly housing 31,g73 SF Industrial printing plant building. The building Sits approximately 270 feet from Industrial Drive, and Is 22 feet higher In elevation than the roadway. A storm water management pond is located in the front of the parcel. Adjoining Properties The site Is bordeared on three sides by industrial land use. To th rear of the site Is a 60 acre residential tract.. Adjacent properties are currently zoned M-I to the north, east and west, and zoned A-3 to th6o south. 50115 Soils in this areal are classified as Urban Land Complex due to the degree of land development that has occured on -site. Erosion Control IMeasure5 Hold pre-constrwction meeting on site. Install constructkon entrance. Install slit fencing. Grade site. Install hay balls lin the two 5wale5. Upon completion of grading, stabilize the site. Temporary Stabillization Temporary stabilization shall be applied to any denuded areas of the site that are not continuously worked within 7 days. Permanent 5tabillzotion Permanent erosion control meaevres include the establishment of grass on all surfaces not paved or built upon. Permanent stabilization Shall be accomplished In accordance with the seeding schedule below and Section 5.52 of the Virginia Erosion and Sediment Control Handbook. Seeding Schedule I. Topsoil shall be spread at a minimum depth of 4". 2. Pulverized agricultural limestone shall be Incorporated Into the topsoil at a rate of c12 Ibs per 1,000 5f (2 tons per acre). 3. Fertilize with 10-10-10 at a rate of 23 Ibs per 1,000 sf (1,000 Ibs per acre). 4. For seeding ratios see atttached seeding tables 3.51 and 3.32. 5. Straw mulch shall be applied to all seeded areas at a rate of 3.500 Ibs per acre and anchored with cutback or emulsified asphalt at a rate of 200 gallons per acre. Maintenance Program 1. The contractor shall inspect all erosion and sediment control measures after each rainfall and at least dolly during prolonged rainfall. Damaged or deficient areas shall be repaired or replaced immediately. 2. The contractor shall make a daily review of all areas of construction activity to Insure erosion control effectiveness. Additional measures shall be Installed immediately where deficiencies are found. 3. Sediment shall be removed when the sediment volume reaches one half the height of the trapping device. 4. All required permits and fees to begin land disturbance shall be the responsibility of the contractor. Erosion and Sediment Control Notes I. All vegetative, structural erosion, and sediment control practices shall be constructed and maintained in accordance with the minimum standards and specifications set forth in the latest edition of the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations. 2. The contractor shall install the tree protection, silt fence and construction entrance as shown in the plan prior to or as a first step in clearing. 3 Within seven days of reaching final grade, the contractor shall Install permanent stabilization to disturbed areas that are not to be paved or built upon. 4. The contractor will contact the plan approving authority one week prior to the commencement of land dlstvrbing activity and one week prior to final Inspection. 5. The contractor is responsible for Installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 6. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 7. The contractor Is responsible for maintaining drainage of all disturbed areas to sediment control devices at all times. b. The contractor shall Inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs of cleanup to maintain the effectiveness of the erosion control devices shall be made Immediately. cl. Topsoil stockpile shall be stabilized with silt fence and temporary seeding. Excess topsoll shall be removed from the site and disposed of In accordance with the the Erosion and Sediment Control handbok at a permitted disposal area. TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) Kentucky 31 Fescue 128 lbs. Red Top Grass 2 lbs. Seasonal Nurse Crop** 20 lbs. 150 Ibs Low -Maintenance Slope (Steeper than 3: 1) Kentucky 31 Fescue 108 lbs. Red Top Gross 2 lbs. Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low-maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. ' I 1 :,1 cam. .y� °••� "t'� " � �v C'. �.� t � „-- µ:-?4' -- K... � ---- . -1('" IEEE - ._. t ex. _____ _ \ \ / t V l t 4 rex Clow, i t f f ULDINS EW N��ON EK WILDIN& ` * 4 \ 6AW sr. I 3f,4r73 iF.F. V2.00 t 9 �•Ohr Pr A X l- i 4i f \ y Ex, 6A6 MAw'7.25� \ \ , 1 - ex c u.�►C. PAD - * \ \ cc ilf' ti J' f +T 1 t 2 10, k;P colt I , � i \ � ` _,...._ ._ t - �% / ' f ,•' ],7 �cur \\} 1' 15- �L�"kN-15 -FOFZ-LAND. (SrA E rl `� 1 ' JRP05 UNLY !7/2 OF- - 4 LANDSGAPE SGHEDULE : ABR. OTY, BOTANICAL NAME GOMMON NAME SIZE (MIN.) 5PAGINO CONT, 10-YR, GANOPY REMARKS 49 CH 5 T5uga canoden515 CANADIAN HEMLOCK 6' HT. AS SHOWN 54B 200 SF RO 2 Ouercu5 rubra NORTHERN RED OAK 2" GAL. AS SHOWN 134 B 200 5F NOTE: ALL PLANT SIZES ARE APPLICABLE AT TIME OF PLANTING. SET TREE LEVEL AND PLI1M8--STRAIGHTEN AFTER SETTLEMENT IF REC:IIRED. SET TREE PATH TOP V& OF ROOT BALL ABOVE FINISHED ENCASE PARE AROUND TRUNCK IN BLACK RLeeER HOSE. 56G1RE AT HEIC4fr ABOVE FINISHED 6RADE EW1AL TO 1/3-1/2 OF TREE REMIOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REFIOVE "RE BASKET FROM BALL 6VY WIRE •12 &AU r2E 2' DOABLE 5HRE"DDED HARDYIOOD 3' 501L SAUCER 3 5TAKE5 BACKFiLL LIGHTLY COMPACTED 5ETTLIN6 MOUND TYPICAL PLANTING DETAIL-- EVERGREEN TREES 00T To 9cALF) TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Planting Dates Species Rate (lbs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Seca) cereale) Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 (Loliium multi-florum) May 1 - Aug. 31 German Millet 50 (Setaria italics) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. RUBBER H05E 60 PARE 012 6AA9E TREE NAP NTH 5096 OVERLAP FLA661NG TAPE ON EACH HRE 2' DOUBLE SHREDDED HARV1, 00D MULCW3' 5AUCER. PLACE TOP ub'OF ROOTBALL ABOVE FINI5H GRADE 3 5TAKE5 13ACKFILL LIGHTLY COMPACTED 5ETTL.IN6 MOUND TYPICAL PLANTING DETAIL-- TREES OVER 2-112" CALIPER TRIM allot TO SCALE_) a a e.. e..I r�f•�1•'. �f•�1-%?!%?-_ �B! tea, a , . V. • SECTION B-B SUM ADVO from 1983 MilaImd Stadards for Salyinial ad SdiawY Cwh ad k DSMC Plah 3.02-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. r FLOiI III 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AM EXTEND IT INTO THE TRENCH. .000 FLOP 4. BACIMLL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE SOl1RCB: ipdAda ted from installation of Straw and Fabric Filter Barriers for Sediment Control, PIAM 3.05-1 S1•sool t Z W W CD Z W01 O CD L0 CO C\2 a 12 co I rn Zx C\1 L0C\2 LLI 0 WGO 00 t; rn t. rn -.5 Ivhk*N Q) O ai .r, F4 � W U] z o0 rn zE- z w o y 0 z GLl E" z � a yam,, EE- E z O o U C) FCn� \ \ Q o 0 W, V"I V�j MARK D. SMITH No.0228 37 JI sI0v1VAVL a UL 0 a W D W CO � � H -1 E w / "-4 W f:2) �D Z Z r4 W � � U �4 �I-L4 W a. W oa � W J a O DATE: JANUARY 2000 SCALE: 1"= 30' DESIGNED BY: DLF JOB NO. 2457 SHEET 3 OF 3 x a J 4'7 m di L ro c 0 of a 0 U Q CU Q m rn a CD / Q, CD o, CD / U) U L CD 0 0 U L0 Q C, / U) CD 0 / X LL GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP C!3 Z EXISTING INTERMEDIATE CONTOUR--------- _,._, ; SCALE 1"= 1000' 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 W County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion ® W and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR EX E/P Z A ~+ 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between an of these standards, specifications or PP y P EXISTING EDGE OF PAVEMENT --- - - - -- - -- % �� must be provided prior to issuance of the site development permit. The approval of these plans in no way p p P P PP P y the developer his of the responsibilities contained in the Virginia Siltation and Erosion laps, the most stringent shall govern. p g g PROPOSED EDGE OF PAVEMENT PROP E/Pz- �a ,; relieves or agent `, �t � i Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX C&G y _ t 3. A permit must be obtained from the (Office of the Resident Engineer, Virginia Department of Transportation P Safety & Health Administration and VOSH Rules & Regulations. PROO P C&G �\� (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER 40 59D ! r��, 0 0 V3. When working on VDOT right -of- way, all traffic control, whether permanent or temporary, CG-6 CG-6ftrotection i CO guarantee4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area P manual. TRANSITION FROM CG-6 TO CG-6R � � ,y`� � gag �, & as, � �' CQ � required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 latest Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE -- - ----- - - --- - - `,� bU 2. �:, t `��^ V 0 '4 Ct Co 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held (or edition of) PROPOSED TELEPHONE LINE -- - � '-�" - - - ---- � ' 5 ;. 3 %� ry ' �` CO to I °' with the Developer, Count Represent&tives, and Representatives of the Virginia Department of Transportation P y � ter � ' `= 4 (VDOT) to determine if and where guadrd rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may g g g y y EXISTING STORM SEWER--�-_. 5, a EX, 1, I % �, '`' Z x W responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. - n PROP 15 RCP {^ G '" '° _ ,� �, %�� ` W �_P Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. °� r - f �, q ( G I 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a V5. 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.to PROPOSED STORM SEWER SANITARY I ,� 4, ��\�� 4f / W .0 Q' representative of the developer must be available at all times. P EXISTING SEWER ri r Ji �-� �� `„` 10A � a� X h 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be q PROPOSED SANITARY SEWER f,' Control Devices (MUTCD). 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. EXISTING ELECTRIC SERVICE 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PROPOSED ELECTRIC SERVICE 67 (v o based CBR 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE - Y- _ _ - __ -_ ITE 2D /� � ` N 9. All pavement sections on the approved plans are on a minimum value of inspection. than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE GW 10. All roadside ditches at grades of more! than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE - 41 on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained PROJECT INFORMATION be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCEIINE -?Y -- - - -' - - 3 - - V) PARCEL IDENTIFICATION NO. TAX MAP 75 - ((A)) - IB 12. Construction debris shall be containeritzed in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE ] 0 one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS: 160 INDUSTRIAL DRIVE N and at the end of construction. EXISTING TELEPHONE POLE TOTAL AREA: 5.04 AG z 0 > w 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to EXISTING WATERLINE W/ TEE DISTURBED AREA: 1.31 AG � enteringpublic streets, and it is the contractors responsibility to clean streets, ally dust, and to take P P y y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have CURRENT ZONING: M-1 (URBAN DEVELOPMENT AREA) 5 Z whatever measures are necessary to unsure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when ossible, to be installed under roadwa draina a facilities. P y g PROPOSED WATERLINE W TEE � T° CURRENT USE: OFFICE/INDUSTRIAL/WAREHOUSE w X� w Z 0 0 Z 0 condition at all times. PROPOSED ZONING: M-1 z 0 F Z in in Fn 14. g. PlP P y company P / Notification shall be given to the a ro riate utility com an prior to construction of water and/or sanitaryPROPOSED V11. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT USE OF ADDITION: WAREHOUSE Ln M O0 > w > w > w sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that > 0�- sheets, and connections to existinglimes. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE MAXIMUMPROPOSED PARKING CALCULATIONS 0 z 15. All sanitary sewers and water mains amd appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER BUILDING HEIGHT: 60 FEET 28 FEET v - z z z w :2 z w z w standards and specifications of Frederick County and/or the Frederick County Public Service Authority. prior to placement of fill. EXISTING REDUCER REQUIRED PROVIDED: 37 SPACES REQUIRED: I/EMPLOYEE (WAREHOUSE) =0 o > g 0 g 0 g 0 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All fill, base, backfill trenches PROPOSED REDUCER BUILDING SETBAGK5: FRONT: 75 FEET 5-7INDUSTRIAL$ 2 OFFICE EMPLOYEES a� a 0 0 0 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed roadway subsurface material and of utility/storm sewer shall STOP SIGN -� SIDE: 25 FEET 3/ 4 EMPLOYEES (INDUSTRIALr28 z z z prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 959� of theoretical maximum density as determined by REAR: 25 FEET 1/250 SF 0,g50 SF OFFICE) =8 F- z 2 z utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width VEHICLES PER DAY COUNT 100 TOTAL SPACES: =36 Z Z Q Q Q of any dedicated street right-of-way. At the direction of VDOT Inspector density tests REQUIRED O 0 � � � 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT PROPOSED STREET NAME SIGN - PARKING SETBACKS: FRONT: 25 FEET c� 0 a 0- result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to PROPOSED SANITARY LATERAL CI.EANOUT SIDE: 5 FEET MIN. REQUIRED H.G. SPACES = 2 0000 00000 0 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. REAR: 5 FEET LOADIN6 CALCULATIONS � d- co n c0 must be provided to Frederick County Public Service Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans SANITARY MANHOLE IDENTIFIER 12 PROVIDED: 3 SPACES 0 0 N 0 0 development permits. and further where determined necessary by VDOT Inspector. LANDSCAPE TABULATIONS REQUIRED: 1 SPAGES (1/40,000 SF (WAREHOUSE)) 0 0 0 0 0 19. The developer will be responsible for the relocation of any utilities which is required as a result of his STORM DRAIN STRUCTURE IDENTIFIER O project. The relocation should be dome prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way SITE AREA: 5.04 AG F.A.R. CALCULATIONS shall meet VDOT :minimum design standards and is the developer's responsibility. IMPERVIOUS AREA: 1.68 AG 03,185 5F) 20. These plans identify the location of al'.1 known gravesites. Gravesites shown on this plan will be protected EASEMENT LINE PARKING: PROPOSED PHASE: FAR BLDG. AREA in accordance with state law. In the event gravesites are discovered during construction, the owner and VI 6. If required by the local VDOT Residency Office, copies of all invoices for materials within CENTERLINE PAVED: 34012 SF 0.15 31,G50 SF engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to 12.0 EXISTING BUILDING: acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION BUILDING: OFFICE: l,950 SF 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering + OFFICE: 1,750 SF MANUFAGTURING: 231375 SF at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. VI 7. Prior to acceptance b VDOT of an streets, an required street si na a and/or pavement P Y y Y q g g / P PROPOSED SPOT ELEVATION 715 3 WAREHOUSE: 36,823 SF WAREHOUSING: 66,275 SF 22. Controlled fills shall be compacted to 95% of maximum density as determined b method "A" per standard P y y P markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING TREE DRIP LINE ,� _- ,.. ._. -1 `r-- ,_A '-f LANDSCAPE OPEN SPACE: 3.36 AG (67%) TOTAL EX. BLDG. AREA: 3IM50 SF proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED ADDITION: 0.03 6,600 SF professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. Curb Ramps be determined by VDOT Inspector. PLANTING REQUIREMENTS umgeotechnical report has been prepared, it should supersede the requirements in this note. Final location of CG-12 shall FINAL FAR: 0.15 55,550 SF PARKING PERIMETER: I TREE/40 LF 0 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating PROPOSED PERIMETER LENGTH: 150 LF or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement TREES REQUIRED: 4 TREES of excavation or demolition. Names and telephone numbers of the and operators underground utility Panes co in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. INTERIOR PARKING LOT: I TREE/10 SPACES 24. The building shall comply with the Uniform Statewide Building Code and section 311, use group S (storage) TOTAL SPACES: 28 5PACE5 W of the BOCA National Building Code/1996. Other codes that apply are CABO a117.1-92 Accessible and Usable TREES REQUIRED: 3 TREES 0 Building and Facilities. U1 25. Handicapped parking shall have a minimum 8' wide van accessible parking space with an 8' wide striped loading isle. TOTAL REQUIRED TREES: 7 TREES Z ® F'' > U 26. The building shall comply with all current and applicable ADA access and egress requirements. TOTAL PROVIDED TREES: 7 TREES 27. All new public utility improvements shall be located underground. �g �aSadL gv a' 28. Prior to commencing site grading work, a land disturbance permit shall be obtained from the Frederick County Public e w W � E-, Works Department w4 j w W Q �D UTILITY CONTACTS FIRE MARSALL S NOTE .=..-w�.1, .4�, �nY yT4 R t ENVIRONMENTAL FEATURES � � Cif 0 © PERCENT W U FEATURE DISTURBED Q W W APPROVING AUTHORITY MISS UTILITY 1-800-257-7777 Fire lane markings and signae: a APPROVED BY THE ZONING ADMINISTRATOR FLOODPLAINS 0 °� U Q4 0 „ Any No Parking signs and yellow painted curb locations will be installed LAKES 4 PONDS 0 0 QQ Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power by field inspection at the direction of the Fire Marshall's Office. WETLANDS AAC 0 U = W P.O. Box 18�77 P.O. Box 1458 Winchester, VA. 22604 Hagerstown, MD 21741 868-1061 �-- /31 SINKHOLES 0 NATURAL S.W. O ~ ^ 1•` Q (540) 1-800-654-3317 FW � DETENTION AREAS Phone: Bell -Atlantic Gas: Shenandoah Gas Co. ZONING ADMINISTRATOR DATE STEEP SLOPES 0 P.O. Box 17'398 P.O. Box 2400 FREDERICK COUNTY, VIRGINIA >15% Qx, Baltimore, MD 21297 Winchester, VA 22604 THIS SITE PLAN SHALL BE VALID FOR FIVE YEARS FROM THE DATE OF APPROVAL ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL (301) 954-16282 (540) 869-1111 WOODLANDS O MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY 0 FCSA CONSTRUCTION NOTES TRIP GENERATION DATA COVER SHEET J of CLASS USE UNITS BUILDING AREA TRIP RATE VPD 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. 150 WAREHOUSE PER 1000 SF 36,823 SF 4.96 183 t' ARK D. H 9 Project Name: Project Number: 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE 710 (P.198) OFFICE BUILDING PER 1000 SF 1,750 SF 11.01 19 d No.022837 /� % /� %� �T�j�j C0 AL GRAP IC SE IC S O VA 245-7 U AUTHORITY'S INSPECTOR. (P.1052) O/�/�� v 1 6� r15�UIY G1 TOTAL TRIPS 202 Magisterial District: Date of Plan: (Month, Day, Year) 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER SIONAL METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOk<E BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF NOTE: THIS SITE PLAN IS ADDING ONLY 6,600 SF WAREHOUSE SPACE TO THE SITE. Back Greek District January 2000 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 THE ADDITIONAL TRAFFIC THAT THIS WILL GENERATE IS 33 VPD. INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS Owner: THE DEVELOPER'S/CONTRACTOR'S RESPIONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE Address, Including Zip Code &Telephone No. 160 Industrial Drive 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. Goral OrophiG SerVIGeS of Virginia Winchester, Virginia THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE SHEET INDEX THESE PLANS ARE IN CONFORMANCE WITH (540) 86a-0500 DATE: JANUARY 2000 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code &Telephone No. 160 INDUSTRIAL DRIVE DESIGNED BY: DLF 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY CORAL GRAPHIC, 5ER\/IGE5 OF \VIRGINIA WINGHESTER, VIRGINIA 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SHEET 1 COVER SHEET THE ZONING ADMINISTRATOR PRIOR TO (540) 662-4185 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR SHEET 2 SITE PLAN & DETAILS CHECKED BY: DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. SHEET 3 EROSION CONTROL & LANDSCAPE PLAN Engineer Certifying Plan: Address, Including Zip Code & Telephone No. ISI Wind Lane y JOB NO. 2457 AIF THE ASSEMBLY IS MOUNTED INSIDE BUILDING, A REMOTE READOUT IS REQUIRED. Greenway Engineering Winchester,, VA 22602 SHEET 1 OF 3 (540) 662-4185 ONSITE T"(PIGAL PAVEMENT SEGTION NOT TO SCALE —ll�l� �Il=ll ll��ll PAVEMENT DE516N BASED ON A 5013GRADE GBR DE51GN VALUE OF 10. 501L TEST OF THE 50156RADE MUST 5UBIMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THIGKNE5% PRIOR TO GONSTRUGTION. PVMT5EGT 4" 2" R I I —I 1 1 I I 1 I I I I x e' e ° • 6" 2'-0" THIS AREA MAY BE CONCRETE-` AT THE OPTION OF THE CONTRACTOR THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MP'H OR LESS IN DEVELOPED URBAN &c SUBURBAN AREAS. CG-61 BOTTOM OF CURB & GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBSURFACE COURSES, PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. NOTE: COMB. CURB & GUTTER HAVING A RADIUS OF 300' OR' LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS A RADIAL COMBIN- ATION CURB & GUTTER. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER 105 (NOT TO SCALE) 502 VIRGINI,A DEPARTMENT OF TRANSPORTATION 201.03 EXPAN5110N JOINT FLUSH GRADE TO MEET PLAZA OR 51DEWALK­-\ ADA STANDARDS ASPHALT PVMT. 1 � m• • GUTTER 4 • •' . A- O ' oo F GOMPAGTED 51JB6RADE - (G5% DENSITY) G6—bR DEPRESSED GURB DETAIL (NOT TO 5GALE) NOTES: THICKNESS OF SUBBASE IS THE SAME AS THIE REMAINING PAVEMENT SECTION. CONCRETE TO BE GLASS A3 IF CAST IN PLACE, P51-4000 IF PRECAST. J O 0 0 0 cu r, un 0 L C 0 c:, 3c ry CIL rn CU / v cu rn rn rn CIL a) .r, u7 / cy, L CD o, C Cu rn U o_ ru L CJ L 0 U cu / a 0 t �\ ° t �l/2" IRF `BED 1 'iNCE ESIDENTIWL PIN: TAX MAP -75 ((A)) PARCEL 1 5 34 4758 E _ _ 6.48 �y _ J } NE . RA USE • R I N/F P RRY TU RT _ D _ _-� { ( \ 25REAR YARD BUILDING SETBACK l i \ — — -- — �, j>� _ — �- _ _'° _ _ _ _ Flo .-- -- -- -- ,1✓'F ` I I � � \ ^ �r3 f M ._._ -�a.X- -+cam EX. 6ONC \ — _._. _._ ...._ .._ — --- ---- -- EX er :"BAN G'R ?ER !'A ' F;e �2._ EX. 62° . , ex �° 1 ~ ` • 4 ` EX..BI 4 A �i ' Ya I ` \ ! / / , ` _ ^ EX. GONG... AAE� ` 3 lV/ -"' .....T +.tri. ��NL•. I-�%Fl.i:.� 620 / EX 92' Ex. 82°Ex 820 EX 62° lit lu��' `---EX. GONG.-',' t jN</ /� ! \ Ex DOORKAY EX. E3U1j_L;)1N6 `rl W DRIVE DOOR 31,,q73 5. F. s` l I BUILDING EXPANSION 180 6,600 S.F. / i F.F. 7b2 O \ f t ,4 DRIVE DOOR ales elm .el I � \ G-bR \ `� ! c x x -IO.0 \v� / ! N/F GORRUGATEI�. \ >� _e I, eIs w / ! CONTAINER CORP. ZONED: M-1 M ' USE: INDUSTRIAL , 75 A PARG •C J.,G \ � Ex.BI' Ex cUMr✓srER � / � � � � ,� '� , / y PIN: TAX MAP (( )) / i _ ! hfARETc EX Sob H-12 ki ( 1 RPOl ED / r a H.G. RAMP , > t za ALT Ems. •a �' 1 \PAV G = `� . v E. Gyr� . h/F v` / `r \ f{ EX. "� ; . itir.(c� Ei,'� '•G�itiG ' / / / f ` -�.'" PAO 10, �.., ADDITIONAL H.G. / PARKING 5PAGE5 2' el" GUT �� f t!� Z r \ RrP ,a��1e, -- '" L cr / N/F J U) 0 9 a 1 �� ' , Win. I -- -- j f '1 � 1 BRUGE1G. DAASON— ' ZONE. M 1 q x.► 'i•� — - , _ _ - ___ _ L �' USE: \/AGANT I . -� I J XL I, • 1E \ ___ j__ _i _ __� I /' kiATERFa, PIN:/TAX MAP 75 ((A)) PARCEL 1 , ' r ' \ t T EX.-f8° EX.-182 - EX -173 '� _ r , EX. cc-& __ .*�� i EX. 20' 1'��LWE It \\ W ter" ' A r 71 MAFZK u ` -i5' iFRONT YARD B14IL6J6 5ETBACK NOTE: EN EIk TO BE UPGRADED I ' EX. TO CI- ab`5TANDARD5 WITH t I \ t A 4 APER AN-D 12 .QFF5ET AT TIM� OI� NEXT SITE IMPROVEMENT. !\ \ \ En`. l�' GMF'� �,� G�L�i' 3�(� .-•` .?"� �ai;�, /Nl�/ ll�i _,,....•-• � \ � \ \ \ � I � `.- �\ INy OUT } `� �_� A�. C7UT� 1 YAULT \ 1 X. Fcp1 3 H — ! 347*47'57" {N 308.35 _� % � I/2" IRF ` � ` \ 1/2 /RF s /N`V. - 4 — S- f 5 / 1 • -' �:;�::-k 5r6 NI TAR f SEL IMF L�.,tE_ — w} ROUTE 880 INDUSTRIAL DRIVE ,- i SPEED LIMIT 35 ! MOYON GQ, .� p�R 1 �QN M-I�__ USE: INDUSTR AL PIN: TAX MAP 3 ((6)) PARCEL 5 I _ Ep j \ _ _____.. --_X: T W W �•1 E.K. f' rE� W W W -- W W W W W W W i'it W W Z W W WC\2 O CD 0 I» c\j It a ' :0 to CD� x oc\2 O� U r' r~w � rn rn N O O � � G � o W � o v� a a Z z z z W 0 H U 6 Ez' U z U z U Ua z a a F 8 A o 0 \N MARK D. SMITH No.022837 SIGNAL LL O co Z W 00 Z z W az Q IJ 1 QQ � 1-4 X W a �a a � DATE: JANUARY 2000 SCALE: 1"= 30' DESIGNED BY: DLF JOB N0, 2457 SHEET 2 OF 3 C) (Z) CD C\J C\J CD M (6 C) Lr) -0 a3 LL_ �M4 34 `4 75C3f rE < 7- LG(5 LLI ROCK CHECK DAM LLI A X 2 ACRES OR LESS OF DRAINAGE AREA: 5 _r3 4 '4 7 '5& E 406.4e' PIP 6. N N 60'NC _PAT ex. ex. ail -5 X X ' I - =1 Ex, 4N, 1 6 fi;,4 3' FILTER CLOTH FILTER (OPTIONAL) TH (OPTIONAL) I IPF \ `w f" , = _ 4 _ _'_ - . __ - @ t C) CID C�1 In CC) .-� EX. C�_ / EX, 60N�. PA'P (DOWNS17RE" VIEW) C'J co ax. b2l, Ex� 6'2� e'20 X MOT #1 COARSEAGGREGATE ✓rx Ix Itto co U) CV FLOW Lo N UJ LLJ 0..4- P4 x X I11X \X-V - WLVIN& EM-AN-9*5V 'I WILDIN& aF� i \ 11 11 " Lo V X E_ �k Q) 0 b. X -I?- -C 6 TABLE 3.32 -1EX. SITE SPECIFIC PERMANENT SEEDING MIXTURES iPAD5 FOR APPALACHIAN /M OUNTAI N AREA 91;'r, 5F EXPAN31ON Ex E,;01LOIN,'�5 EVIL,94N& Xinimum 6AOO S.F.5F I KZ Total Lbs. Care Lawn Per Acre GH F.F. 762.00' 4i N LG Commercial or Residential 200-250 lbs. Kentucky 31 or Turf -Type Tall Fescue 90-100% Improved Perennial Ryegrass 0-10% ry X IT Kentucky Bluegrass 0-10% High -Maintenance Lawn ell 6A!� X Z 0 Z 0 7C4 r Minimum of three (3) up to five (5) varieties of bluegrass from for rX cl;*C. RAP - ktALAL M r4 U) approved list use in Virginia. 125 lbs. General Slope less) I _T . Z E- Ix (3:1 or - Kentucky 31 Fescue 128 lbs. \ \ � I O Z - Red Top Gross 2 lbs. - Seasonal Nurse Crop 20 lbs. 150 lbs 11\� i\ i\ "\ \ \\,% A)) J L) 0 Z )K X 1 6ZT Low -Maintenance Slope (Steeper than 3: 1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. J _J - Seasonal Nurse Crop** 20 lbs. - Crownvetch 20 lbs. EX, "I rrr ts� 46 'KER �Jj{y V I i 4 � CONO. PAO 150 lbs E- Z �D 'EX, I 1}Perennial �R 7 EX. 601146. �_'x C�CONC 51k4 NALL Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. 3- THIS-PLM_'15�-FOIR- LA NP-5CA E L2VAN-P1Pf;ZP cALY[--' 5F Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye L C\I I V May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye LANDISGAPE 5GHEDULE: ABR. QTY. BOTANICAL NAME COMMON NAME SIZE (MIN.) 5PAGINO CONT, IO-YR. CANOPY REMARK (= I I I I ts, \ , \1 X CH 5 T5ucjci canaden5i5 CANADIAN HEMLOCK 6' HT. AS SHOWN 54 Ei 200 SF H *, G , t \ �, `� J GO JV �j _a - A If Flotpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegross may also be included in any slope or low-mointance mixtures during warmer RO 2 Ouercu5 rubra NORTHERN RED OAK 2" GAL. AS SHOWN 5413 200 5F I 10 seeding periods; add 10-20 lbs/acre in mixes. NOTE: ALL PLANT ARE APPLICABLE AT TIME OF PLANTING. MARK D. SMITH L-x L fl�E No 022837 E 201 Pq 0) RUBBER H05E CAN ARE 012 6A1I6E to L SET TREE LEVEL AND PLUMB-STRA16HIEN AFTER 5ETTLEMBff IF RZWRIED. SET TREE NTH TOP V8 OF ROOT BALL ABOVE FINISHED 6RA12E TURNBUCKLE TREE WRAP WITH 5096 OVERLAP ENCASE PORE AROUND TfAJNCK IN BLACK FLA.66IW5 TAPE ON EACH HIRE < (wr RUBBERH05E. 55CkIRE AT HEIGHT -W ABOVE FIN15HED GRADE EGIJAL TO 1/3-1/2 OF 1 RIEI-� TOP 113 OF AND 2" DOUBLE SHREDDED HARDWOOD MULC+V5* 5ALICER. PLAVIIE TOP 1/61or- > --E P-415 PLAN-15."FOR ROSION GONTROL PURPO E!5,, - NLY, 1 BUNZLAP CUT ROPE AHD/OR REMOVE HRE BASKET FROM BALL ROOTEIALL ABOVE FINIS14 &RADE 3 STAKES iii WIRE 012 &AV6E BACKFILL um 2' DOUBLE 5HREDDED HARDWOOD 5' 501L 5AL1019Z ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE HIRE BASKET FROM BALL O ER05ION/5EDIMENT CONTROL LEOEND I. Topsoil shall be spread at a minimum depth of 4". 5 STAKES LIGHTLY COMPACTED SETTLING MOUND 2. Pulverized agricultural limestone shall be incorporated into the topsoil at a rate of c12 lbs per 1,000 sf (2 tons per acre). BAC*T-ILL *HTLY COMPACTED 5ETTLIN6 MOUND L4'[ VARIES 4, co NO. KEY SYMBOL DE5GRIPTION 3. Fertilize with 10-10-10 at a rote of 23 lb5 per 1,000 5f (1,000 lb5 per acre). TYPICAL ___5UBC4ZADE W 3.02 TEMPORARY GRAVEL G01,15TIRI)GTION ENTRANCE 4. For seeding ratios see otttached seeding tables 3.31 and 3.32. PLANTING DETAIL-- OUT To SC&B EVERGREEN TREES TYPICAL PLANTING DETAIL-- TREES OVER 2-112" CALIPER m® MOT TO SCALE) 0 3.05 SILT FENCE 5.04 ROCK GHECK DAM 5. Straw mulch shall be applied to all Seeded areas at a rate of 3.500 ILK, per acre and anchored with Cutback or emulsified asphalt at a rate of 200 gallons per acre. Q QI <� > LIMITS OF GLEARIN6 4 GRADING Maintenance Program E-1 I. The contractor shall Inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged or deficient areas shall be repaired immediately. CONSTRUCTION OF A SILT FENCE U) or replaced TABLE 3.31-B STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) OOREL GRAPHIC SERVICES OF Vlf;ZOINIA Erosion and Sediment Control 2. The, contractor shall make a dolly review of all areas of construction activity to Insure erosion control effectiveness. Additional measures shall be Installed Immediately where ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 71Y MIN. 1. SET POSTS AND EXCAVATE A 4X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE EXISTING CZ) Z Narrative Project Pescrllpt;on deficiencies are, found. 3. Sediment shall be removed when the sediment volume reaches one half the height of the "QUICK REFERENCE FOR ALL REGIONS" A 1 OF POSTS I-EMENT 511 "� P trapping device. jakiNjam FILTER CLOTH 6* MIN MOUNTABLE BERM 1.4 0 �D The purpose of this project 15 for the construction of a (9,600 5F building addition to the existing 51,,q13 SF Industrial building on tax map 75 (W) parcel IE3 in the County of Frederick, Virginia. The overall site area is 5.04 acres, and the site disturbed area for this project Is 1.31 acres. 4. All required permits and fees to begin land disturbance shall be the responsibility of the contractor. Rate Planting Dates Species SIDE ELEVATION (OPTOM) �4 W-4 E-1 Erosion and Sediment Control Notes (lbs./acre) EXISTING GR Existing Site Conditions I. All Vegetative, structural erosion, and sediment control practices shall be constructed 70' MIN. Jill Jill T 124 The site 15 currently housing 3013 5F Industrial printing plant building. The building sits a proximately 2-70 feet from Incivetirlail Drive, and 15 22 feet higher In elevation than the roadway. A lolrm water management 15 located in the front of the and maintained In accordance with the minimum standards and specifications set forth in the latest edition of the Virginia Erosion and Sediment Control Handbook and Virginia Sept. 1 -Feb. 15 50/50 Mix of Annual Ryegrass B WASHRACK - F_ (REQUM) 10' MIN. I pond parcel. VIR 625-02-00 Erosion and Sediment Control Regulations. (Lolium multi-florum) (:D Adjoining Properties The site is bordered on three sides by Industrial land use. To th rear of the, site is a 60 acre 2. The, Contractor shall install the, tree protection, silt fence and Construction entrance as shown in the plan prior to or as a first step In clearing. & 50 - 100 Cereal (Winter) Rye (Secal cereale) . I 10'MIN FLOOW W 12' MIN EXtSTM PAVEMENT 4 4 re5ldentlal tract. AdjaNcent properties are currently zoned M-1 to the north, east and west, and zoned A-3 to the south.. 3 Within seven days of reaching final grade, the contractor shall install permanent stabilization to disturbed areas that are not to be or built upon. Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 VOOT #1 POSITIVE DRAINAGE COURSE AGGREGATE TO SEDIMENT 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. eACKFILL AND COMPACT THE 10' MIN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL, paved (Loliium multi-florum) TRAPPING DEVICE 50115 Soils in this area or-- clla55ifiecl as Urban Land Complex ck)e to the degree of land development 4. The contractor will contact the plan approving authority one, week prior to the commencement of land disturbing activity and one week prior to final Inspection. MUST EXTEND FLKL WIDTH Of INGRESS AND EGRESS OPERATION PLAN VIEW that has occured on -site. Erosion Control t-�,ies 5. The Contractor Is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving May 1 Aug. 31 German Millet 50 (Setaria italica) 12' MU Hold pre -construction mieeting on site. Install construction entrance. authority. 3* MIN. �. 3 MIN. O Install silt fencing.TnI C-rade site. 6. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. FILTER CLOTH SECTION FLOW In5toll hoy balls in the tvAo 5viale5. Upon completion of graiding, stabilize the site. -7. The Contractor 15 responsible for maintaining drainage of all disturbed areas to sediment Seeding A -A control devices at all times. Temporary stabilization Temporary stabilization shall be applied to any denuded areas of the site that are not -T 8. The Contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs of cleanup to maintain the, effectiveness of the erosion control devices shall be made Immediately. Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC DATE: JANUARY 2000 SCALE: 1"=30' continuously worked within day5. G. Topsoil stockpile shall be stabilized with silt fence and temporary seeding. Excess topsoil shall be removed from the site and disposed of In accordance with the REINFORCED CONCRETE ORAIN SPACE WIRE R1 DESIGNED BY. DLF Permanent Stabilization the Ero5lon and Sediment Control handbok at a permitted disposal area. SECTION B-B Permanent erosion cont:rol measures include the establishment of gross on all surfaces not paved or built upon. Permanent stabilization shall be accomplished in accordance with the SOURCE ADAPIID I= 19M Ng" %*r& far Sal Kom ad UADW Calhal ad VL KK Pkil 3A-I SOURCE: Ada from lotaiiii1oc of Straw and ftbnc Mter )terriers for Sedinient Con KM 3.05-1 seeding schedule below) and Section 5.32 of the Virginia Erosion and Sediment Control JOB NO. 2457 Handbook. SHEET 3 OF 3