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Home My WebLink About053-98 Denny Derflinger's Warehouse - Stonewall - Backfile (2)3 Q 0 0 0 m 0 CD 6 0 0 0) CD rr; Cl CD 01 T C C QJ O L 0 rn co / r-, D O D / -M4 0? I IInv f ROCCO BUILDING SUPPLIES, INC-- DB 838, PCs SS T.M. • 54-1-12 ZONED M-I :COMMERCIAL uSE iL.-- 1 z I w°' \ D•. M PLUMBING I I i I i 5 1506, FIG 860 i li 1 U ! I T.M, • 54-1-5A ZONED M-1 . _ USE:GOMMERCIAL i • ...__-.— �____ i IE Inv = 6 i WV I FH i f I Tole ed \ Ex SSMH PP - �Ly - - - - - - - - - - - � 528�59'121,lU prop 2p.' uiterline , —T PP I ( f I y Easement 14.1 Prop &"XS" w �w ew _W I y Tap byjFCSA \ \ I 4 81.65' X I r \ Q i 4 DANIEL TRAvOSTINO D5 668, PCs 854 i �1 T.M. " 54-1-13 u� ZONED M-1 ( I, USE. -VACANT l 1 >3 ( I No. Ra Ius De to rc ' I 1� 5� � i CI 110000' 3'22'2" 1035e. w C2 1445.0m' 4'Il'(I�f" 108.ID3' j rn �. � _,• 2' Curb Cut I ° -ra °°°o ° �- 1 \ ,n Culvert Notes: r a,m • 85 cfe i ICap.=(05 cfe ' Inv •� 3 \ Cl 201 \ 8[-l_-X__ 5'R t i 1 � � 1 Csee Site Plan "Sluis Ridge Lands ell ' \ for the continuation of the grading\ and wbterline.) \ MiLL CREEK IAVE5TMENT5, INC. I = DB we, PCs 860 4 ZONED M-I 1 i USE -VACANT ,\ t tl L� 19 Qff E__ �_�; . — — . — - — Highpo(nt I _ 651 X 691 X I 6854 X ` 681 X — 9.13' 1 1 I � 686� 6I X 65 jj " PP SE I WAREHOUSE PHASE I WAREHOUSE II ' ETAL 5UI DING ( I METAL 5UILDING NE IGNT 12 8,100 s 4' e �- ro88.00' PHASE II MIN{ -STORAGE BUILDING � ' ADA Note*: 15 j I mmm 5•F. HELMUT RARER (dta/ i.Cross Slope not to exceed 29• 2.Poet H/G Parking Sign t ' f 1 = (088 ' 1 I \ DB88 5, PCs 262 TM. " --aAnetall ADA compliant ramp J II J I ' \ I W \ 54-A- 69 ZONED M-1G I `_----- USE:MANUFACTURING �o Deed 6' pile Man Door 12' OVERHEAD DOORS 6�4�1 / ' Man Door ,�- Z 6$4 . (oBdQ.X. . . .684. X ./.' . . . . . . . . . . . . . \ \ I� • . . . . . . . . . . . . . . . . . . . . . . ! .•...•. .• .•.• \ \ 1 / r�S�a �. . . . . . . . . . . . . . . . . . . . . . . . . Ix . . . . . . ./. . . . . .� \ dN°.......... ....... ... ............•.� �. f. 86.�1 X 86.12X dy�K AW I �� EX PAVEMENt I i I \ I Inv=682.26 I Pr 6 w _ If 25'R _� v—W Ta by FCS - - w w W( 61 I \ 5/8" W1"i . . . . .. • . . . . . . . . -r .-T . -, -, — . - . . . . . . . . . . �. . . . b J. . . . . . . . . . . . `. . . . . . . . . . . . EX. 8" 21-� $T /: • I m0 OVERLAY I . . . . . . . . . . . . . . ' : RLAP W/ 2" SM-2� • , . . • . . ' . . / _ j/`� \ . ti'" .''�1 ar .,,�'•aw�i�'�"kti�.f'`,�*' 7.ri�`^.d}n1v?i - } / �. _y_. . — .^ .J. ° ,—�, ,-•-:." .' "! ``t., 't % x��r �xY rP f 1 s �•r ,��, _.-�� ................. . ................... -.i..� 1. ..'... �. . . . . . . . . . . . . . . . . - _- . . . . . . . . . . . . . . . . . . . . Ic 2r,$125 . . . . . . . . . . . . . . . . . . . . . �^� ° Gate Va I ve / �- ExistingEx w Sollard� ' , Q Extatfng =- w • 21 Wertcsrilr� w .�_ w - w ---- w T r w : w. w . w2 w w mnt w 0 wExistinV fa P WC - 3DD 2- �-- lAat'¢� Ilnd a t \11 w _ 8 at i _ . . . . . . . `: . . . . . . . . . . . . . . . . . . . . . . . . . + Y . . . . . . . . . . . . . . . . . Ex SSMH Sewer Tap by SA \ _ s — '�-- s S. — s s -- s -- s — s — s — s — s Top=686.T y s —s ss �s_—s _s —s--s s —s -s� , �— — s-� s — s _— s .--=T — s — s -� Ex 8' San, Sewer Line Inv 680.1'� 61.15' f - - - - - - - - - - - - - - - - 218' at I.04q iti 86.56' \ \ �� S 28' 5V 12" W 416.35' Ex SSMH \ II DANIEL TRAVOSTINO Existing DB 845 PCs 353 �'I I \ \ Top=61553' (Raise to 68253') � � Existing I � \ \ 20' Drainage Existing � Ditch Inv In- 613IDI' \ 30' Sanitary Sewer TM. 054-1-14 ! I Easement 10' Sanitary Inv out- 612.S3' \ `- L and Drainage Esm't ZONED M-1 \ Sewer Esm't USE:COMMERC•IAL I Ex \ I II \ VICTOR G. WEEREN \\ I! f \ DB 100, PCs 481 T1" 1. " 54-1-3 I E I f I f I I I I 4 ZONED r1-1 USE: vACANT PROPOSED PAVEMENT 2" SM-2A 8" 21-8 . . . . . . . . . . . . . . EX. 0" 215 . . . . . . • • • • • • OVERLAY 2" 6M-2A L 6Pl {� ur °r (I--i w w W W N o � 00 `° N �} N Q) v I tb � N Ln � N IN W U) r- U X l- � 0 rn C C L c D W (n Q) v Z W a° � z a v � �' •� � O a +� Q ~' LLJ W M r, P"I `V a' Q' Or Fri (D (D Q E E U� W Z Q Q Z � Q W a p� E- O DATE: 8/6/98 ALE: 1 "=20' DESIGNED BY: Oates JOB NO. 2183 SHEET 2 OF 4 -T,)"-/ -b p_ o. 1�.A /68, m 0 Li� m d3 0 U O U GENERAL NOTES VD►OT GENERAL NOTES LEGEND VICINITY MAP z SCALE 1 "= 2000' EXISTING INTERMEDIATE CONTOUR - - _ _ - 33 'w' ' 00_ 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 �� '9 Z N County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion �i ,�� C� a N 00 and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 'y� 'Qs Z W c 'v E c0 0) 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT -- -- ---~-- EX_E P_ _ _ Ali J I I 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 plans, the most stringent shall) govern. PROP E/P �P 'M'EN GQ >- _ - > N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT q C�lzttilE Q = Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX C&.G k'v� j �' ° +' f c o 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. vP W a` (VDOT) Frederick County prior to construction in existing State right-of-way. V3. When VDOT PROPOSED CURB AND GUTTER PROP C&G 14 INCHES -re W x Q 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is working on right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R _ CG 6 `� CG 6R�- ,�' - a� required under State law. Furthermore, all traffic controll flaggers must be in VDOT's AW cn certified accordance with N '/V. QaP 5. » The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE _ ______________ ____._�______ ____._ r ` YIL LF r ,� ��' v� L a A with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation V4. Design features to to PROPOSED TELEPHONE LINE T T " 1 �� /v7� Fo��"� o ac � VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be (VDOT)g / P " P relating construction or regulation, control and safetyof traffic may y EXISTING STORM SEWER EX. 15 RCP ,�J �� .�, � w V) responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to be subject to change as deemed necessary b VDOT. j 9 Y Y ,,� �j' R w Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications, PROP. 15" RCP U Np?v1 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 PROPOSED STORM SEWER r land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER -- --+--- ----�..___ �..____-- SHEET INDEX 7. barricades or flagmen should be in accordance with the Manual on Uniform Traffic Warning signs, markers, g V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER -- --s -- ---�- - �_ `- Q N Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the N �� J�< > Q"o contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE -- -__ __� ____ __�_____� _. Sheet 1 Cover Sheet O E > o o 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P P Sheet 2 Site Plan `J a - i a `` Q embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for Sheet 3 Profiles and Details ...a_ o 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any inspection. EXISTING GAS LINE Sheet 4 Landscaping and Erosion a' o Q Q wo than 10 will require revised pavement section prepared b Greenway Engineering and approved b the owner. q p p p y y g g pp Y PROPOSED GAS LINE & Sediment Control Plan o �- w o > w J I- 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 o Q o w > Q Q on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE Q > o W :2 PROJECT INFORMATION 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02. Furthermore, access to other affected by this shall be maintained FLOW LINE -- -� - -- - - -- z o z � D_ W < 0 Q be minimum 6" diameter and conform to VDOT standard SB-1. properties project through construction. FENCELINE - - 3 -- ___T,�._;___._.__. Q � PARCEL IDENTIFICATION NO. 54-7-4 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE D- 0 z Q UJ cn vi Q 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: Imboden Drive 1h z 0 Q 0 r 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to..f and at the end of construction. EXISTING TELEPHONE POLE t._' TOTAL AREA: 2.0707 acres o w LL enteringpublic streets, and it is the contractors responsibility to clean streets, allay 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 EXISTING WATERLINE W/ TEE w T} PROJECT AREA: 2.0707re acres DISTURBED AREA: 2 acres Q � whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free times. minimum 36" cover and, when possible, to be installed under roadway drainage facilities. P Y g PROPOSED WATERLINE W/ TEE �; w ' Ti w CURRENT ZONING: M-1 condition at all CURRENT USE. Vacant 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 EXISTING FIRE HYDRANT I PROPOSED ZONING: M-1 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 PROPOSED USE: Warehouserjs3 / sheets, and connections to existing lines. vicinity until an adequate design can be determined b the engineer and approved b VDOT. y q g y g PP y EXISTING WATER VALVE ALLOWED HEIGHT: 60' PROPOSED HEIGHT: 16' b 15. All sanitary sewers and water mains and 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 m o 0 standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER w w Z a z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER w REQUIRED PROVIDED 0 G contractors responsibility to verify the exact (horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall_ BUILDING SETBACKS: FRONT: 75 FRONT: 76 �_ p prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6 lifts to 95% of theoretical maximum density as determined by STOP SIGN SIDE: 25' SIDE: 26' / 58' > 0 utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) REAR: 25 REAR: 29.73 W a) w p,y of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT N w 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 CG-12 AND[OR JURISDICTIONAL REQUIRED PROVIDED 0 0 0 Q) 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 STANDARD KAMP CONSTRUCTION PARKING SETBACKS: FRONT: 25' FRONT: 27.15' 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR INDICATES THE NUMBER TYPICAL PARKING SPACES Al2 SIDE: 5' REAR: 5' SIDE: 14.70' / 9' REAR: 5.5' 'b 'b Q 'ti Q) must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans > > 5 development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION a a a 19. The developer will be responsible for the relocation of any utilities which is required as a result of his F.A.R. CALCUI_AjtONS project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right -of --way HANDICAP PARKING H/C W 0) ao shall meet VDOT minimum design standards and is the developer's responsibility. 1.0 per Zc,zir,d PARKING CALCULATIONS 1- � � 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected 35,120 sf / 2.0707 acres PHASE ONE _ ao \ CQ \ in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required b the local VDOT Residency Office, copies of all invoices for materials within q Y Y P VEHICLES PER DAY COUNT 100 0.3894 provided Warehouse/Storage: 1 per employee a< co M o .-, engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE Four employees 4 spaces required 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. � ,- at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT ,- LANDSCAPING CALCULATIONS PHASE TWO Warehouse/Storage: 1 employee 22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard markings must be installed b the developer or, at VDOT's discretion, g Y P by VDOT on an �-- Interior Parking per Four employees 4 spaces required proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered P PP � Y Y 9 account receivable basis. PROPOSED STREET NAME SIGN + 1 tree per 10 spaces professional engineer and results submitted to Frederick County prior to pavement construction. If a 5% of lot to be landscaped 10 spaces provided geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT ------- 5% of 5,250 sf = 262.5 sf 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDEN11FIER 12 1 tree provided 325 sf of landscaping provided or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement ADA Requirements of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 Exterior Parking 1 per 25 spaces in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 1 tree per 40 perimeter 1 Van Accessible Ramp Provided 360' 40' 9 (trees) Frederick Count Sanitation Authority Water/Sewer:y y EASEMENT LINE t 9 trees provided p P.O. Box 1877 CENTERLINE � Winchester, VA. 22604 12.0 (540) 868-1061 EXISTING SPOT ELEVATION Phone: Bell -Atlantic PROPOSED SPOT ELEVATION 12 5 ENVIRONMENTAL FEATURES ANY PROPOSED SIGNS OUTDOOR LIGHTING AND STORAGE WILL .� P.O. Box 17398 EXISTING TREE DRIP LINE " ";'-'`' '`-.-,.` `" ,... PERCENT MEET THE FEATURE DISTURBED REQUIRED ZONING STANDARDS OF FREDERICK COUNTY U > Baltimore, MD 21297 301 954-6282 () t ,, r _ti FLOODPLAINS 0 O O r*� Q) 4-) Allegheny Power MISS UTILITY 1-800-257-7 17 EXISTING TREE t t > s' ;� i Y " �; 15 OAK 15 PINE LAKES & PONDS 0 Power: , WETLANDS >1AC 0 0 P.O. Box 1458 Hagerstown, MD 21741 PROPOSED TREE SINKHOLES 0 0 O �., 4+ 1 Q� _ N '"-' 0 co 1-800-654-3317 NATURAL S.W. DETENTION AREAS N >O �: U O -,, Gas: Shenandoah Gas Co. STEEP SLOPES *100% ; P.O. Box 2400 >15% •� Winchester, VA 22604 WOODLANDS *100% * A WOODLANDS AND STEEP SLOPES WAIVER WAS APPROVED BY �O M N (540) 869-1111 THE FREDERICK COUNTY BOARD OF SUPERVISORS ON APRIL 22,1998 -0 O FCSA CONSTRUCTION NOTES TRIP GENERATION DATA COVER SHEET o � 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ( 6th Edition ITE) ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. -- -' o 2. 3. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE ARK D. SMITH ,o No.022837Denny Project Name: e , rfl/tn� er s Wareh®use Project Number: 2183 AUTHORITY'S INSPECTOR. ,to, Magisterial District: Date of Plan: (Month, Day, Year) 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER (150) Warehouse 35,120 sf 4.96 per 1,000 sf 174.2 VPD's s`�IONAL 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 Stonewall District August 6, 1998 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 PROFESSIONAL SEAL &SIGNATURE Owner: Address, Including Zip Code &Telephone No. Box 1881 THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. DATE: 8/6/98 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. Winchester, Denny Derflinger Winchester, VA 22604 THE LOCATION OF THE TAP AND THE TERMINATIION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH 877-1827 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code &Telephone No. SCALE: n/a 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 Same 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION( ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. DESIGNED BY: GRO Engineer Certifying Plan: Address, Including Zip Code & Telephone No. DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane JOB NO. 2183 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 4 m rn rn m v m co U O L m 3 n CD Q I T C C OJ O L N 0 I m cp cv / Y O 3 / Q r, U Cn / Inv X 10884 1 ; ROCCO 5UILDING SUPPLIES, INC f, D5 838, PCs 98 I a \ I T.M. s 54-1-12 ZONED M-1 USE:COMMERCIAL ; I z } _ MU 41- sawn, —'1 4000 1 E 44 r 44 i I I (( '� j i 0i Inv 6�1 G/O t DANIEL TRAV06TINO [>5 668, F�G e54 T.M. • 54-1-13 ZONED M-1 USE: VACANT I i D t M PLUM51MG D5 We, PCs 660 - TM. • 54-1-5A ZONED M-1 COMMERCIAL Note: If the entire line isinstalledas part tVP VDOT._ ].install entrance to GCs-II specs. 2.inatall C.G-12 ramps as dictated ! Culvert Notes: by the vDOT field inapectar 1 Qm. 8.5 cfa - 3. Any trees within 15' of RNJ Lull] cap's 10.5 cfs be subject to trimming by VDOT for safe sight dlatances. Inv 0 Tn ` y7/� } ;. 2" SM-2A all 21-B 86.1' X % 1 m tt_15 ll 21 Inv- W.W '0 I 1 1 l l F'ro 0 r o Qa � it Jt r 0 'fig Mkt Q _ _ _ 70 oIIP f 25' Proposed Pr 1 6°XSq } R-k1vE825w w Ukt¢flin- FCSA w — t w w --- w - � asem Tap!. by —+-- w � - -" x i _ Ex SSMI-I i 1 t Sewer Tap --_ Top • 686.1' � 1 � .__— �.� - . Inv row.M X 81.19'GNEW Moss _ �� DANIEL TRAVOSTINO { 1 ��, f I Existing OB 845 PCs 353 20' Drainages Existing T.M.M 54-1-14 f I \ Easement �- t �� Io' Sanitary � ZONED M-I i ; Sewer Esm't USE:COMMERCIAL Ex lUv f tf� X 8 .63 - ll 4 I i I I I s f VICTOR G. WEEREN DB 100, PCs 481 T.M. " 54-1-3 ZONED M-i USE: VACANT i I (see Site Plan 1151ue Ridge Landscape" for the continuation of the grading and waterline.) I MILL CREEK INVESTMENTS, INC. D5 we, PCs 860 TM. • 54-1-55 / ZONED M-1 USE:VACANT f i pi oposect y(p' {�^ivate SSanitary Sewer I , IDraInge i 1Easement i f• ' I i � ' I NELMUT RADER 1 DB 588, PCs 262 t \ ' T.M. s 54-A-S1C ZONED M-1 �f 3 USE:MANUFACTURING Proposed 20' Draings Easement _ S ._; mZEx 8" San. Sewer Line 218' at 104% Existing 3o' Sanitary Sewer and Drainage Esm't I—i W W wN o00 u7 N � N I N .a - J N c � 0o o I't � Q u7 U X i- LL. to W r�l ,*NV �; CD LC(n 0 CL, 'ti i~ V) � Z a ° z _ ?1n � ° U a a W rn � 0:) Q I-, '-, o 00 0) 4 U-) 00 a 0 0 Z Q Z c) 0 pRo�� a �- E-i > �D EA r-i � Q W E� O O Q DATE: 8/6/98 SCALE: 1 "=20' DESIGNED BY: Oates JOB NO. 2183 SHEET 2 OF 4 U • r �� r-r";ry°�Mam perleralbecbi psneratbacldYl ADA St'd "Handicap Parking Only" e•wase t ru trench width Oo & Van Accessible Sings y 1r+wtaereM� - v �"� ;.+fi O.D.°� �. as required O e' e' e- 8" Conc Curb Exposed • : ~� . . .••ram.. • � y :... a.. 3 t 24" «may Compaq 24' carefully coriDact ' 8 ' CONCRETE :..,. 6' dia. schedule 40 ' erg• �...;•..• •• 4' CONCRETE ., •• � R� ,. steel pipe ,tiled with :: back ill bac 3000 psi W FIBER r .' W •. ' i • ,r . Claris.: p / concrete and palmed T ,r•rT i■�een B' 6' r ` P ' '' • 7 e 1.:1 3000 psi o yellow ae>, wrr. a tw.. es.w. a a•x 0 s10gfeGa+ T. •. ;. : "..> ' !:: +a Y 7 t.. •• I--'—i enMxee4.we: caw Concrete .. s ��n 'O• 1 2O.D.DE•,' BASE •`: �- �.` .1�£:a�: - Walk 6 .•<' ' .. WITH MESH TEE, OR P r n ,B• dia. � O —�-�- � STONE • oor,crete ti aer d rm4 en+o er �a • w w wwo.a.0 'e.rw ir1r eeex•aee Pool �.. I wxxx.• peed a mnGi.w exnu d 'r. ,r wire Yr ,C cad rrrN � „one aggregate Concrete 4 21— B BASE "ram Idtoll vr•.k.0e1 tl. Trra do wall ¢. le' T1" 4 tr sw so• ow Curb STONE ��'a°'�'""'-"� -'� •�^ STANDARD CONCRETE CRADLE CG-8 Window 2 SIDEWALK SECTION C T I O N _concrete •' er down irbr r A. L C do - thmm block BO La�ETAIL CONCRETE DrsEPIS10NS FOR HORIZONTAL THRUST BLOCKS • e' w•enxxw " Nge,"a ,i v4• end 22 1/r a. and W general be"[ general baddYl DUMPSTER PAD SECTION N Dra. To" Benda 1 �„d• g° Precast A B C' A B c A B c a Wheel Block O r r•r 0•r ra• tnr a4r 01V rs a-r r4r :'•ii!;:::• :: O.D. O.D. encasement ro W11111atIc'n 10' r•e• 0-W 2-7 I'-T tra• as 1'4r o'•s' Z a N ! direction of setting b be approved prlof _ careful !I 12• 11-V 11•r r-r• I1Jr ,•a" 1'4r r•0• 1'•r 7-T 24•carefuly Compacted ed ?A• N CD T e Concrete ba kfil °a^P�+ r 1 O O N r-0 r4r , �• 44r T select baofdil 2 S M — 2 ALo - 1e o 7-0 , a EI 6' ! concrete pad V-W sq. x W deep 2r 7- ra• sa I•-0 1•a r-0 7-7 14, t;a O.D. O.D. tr SM — 2A�°' J 0 sa Mad 11 w• TNRtI oC• aENDt3 iO • 12 O.D. O. j//�//�j//�///j 3 1 r B M — 2 ~f = i O N 2' min. • 6• max. 6 " 21— B BASE rw� = i Symbol P ed 0 I i�' I) ,gorleagCfega'g Concrete rr STONE 8 21—B BASE W l il� sa, w�"M CONCRETE ARCH CONCRETE ENCASEMENT � Q _a PARKING AREA STONE X I I,! screw type l^+ t b O c adjustable ffiTINn 817E am &OF 11 _8M rMynigic t icknsion !I repave _ s1CrM il Iiii stone to be minimum I valve boor t : ,r a LESS s : so• Cr17e1r _ timed roeplecemenl PAVEMENT SECTION ��• !�I� of 6' above top of base ; boafor pp ,. - e , air �, , #!I IIII (BASED ON CBR-6) r m,egetugs r. e• B" Handicap ENTRANCE PAVEMENT SECTION vvTnQM RFNQa O.D. Space — L- L_ (BASED ON CBR 6) ( FITTIuI(i VOLUME THauST OCK w cu. vD. B- B. O O ,. .� . -, ';!ail 1 . �.e.e•ro 8' 5' or 8' N >, r 1 a a) SIZE it•1/4• 22�12' 46• so• 8 •.� • a 1 rr•{•{• r 1 { r:r r. {.{ 1 r arN b be N N i THRUST BUDCKB FOR VERTICAL 1r 1A 7.7 6' C Z) �• • �' • c [ mechanical )olrt UP BENDS SHAtt BE THE SAME +r +_ 6 ° O TYPICAL HANDICAP SPACE C _ ••� • f� i S • • + swivel tee with M FOR HORIZONTAL BENDS. 14• 0.6 1.7 3A 7.a 6' branch ,r OA i s a t A 1tTT\ p A l f D T1L m A TT W Ir 11A ss ea • V.D.O.T. PAVEMENT REPLACEMENT METER BOX HARDWAREW or 11.2 TA SERVICE METER Install 12" of 21-B a� ' " y PIPING METER SIZE YOKE / BOX * 1 METER BOX COVER U I x t�lornt� o Du. DW behind curb and cover 5% FIRE HYDRANT ASSEMBLY CONCRETE THRUST BLOCKING 3/4- 5/6' x3/4- (20 qpm) 16 in. (-AU For non -traffic Ford C32 with 3" of topsoil and rade) o Y502 traffic Ford C32H grass seed etch t3 Figure y Faun 2 TRENCH dI REDOING Ford Ford no. 30 monitor Figure 1 1' 51T x3/4' (20 9Dm Y504 24 in. cover W RML-12 to lid *2 Ford .Ford no. 30 monitor CG-6 SDR 35 spigot SDR 35 spigot by 1' 3/4' (30 gpm) Y5 Ford 24 '^ cover W RML-12 to lid *2 U R cast iron cleanout cap with brass plug :' by 9asketed SDR 21 `It ALL M^TEF� I A L. — — _ — — _ — — — — — Ford ford no. 30 monitor gasketed " " t' 1' (50 gpm) 24 in. *2 See Entrance 12' Existing - by having a countersunk square head r'i concrete d 1 -6 x 6 dee To De; _ - - - _ _ - - - - Y504 cover w RML-t2 to rd Z !;!!,. bell 45• bend bell adapter I 2 Pa �1• n q:;:; locator peg-TF-eATeA , ai Panetta Model PA4SV-CSK (4 ij!i „I 1. In non -traffic area - lit thick polyethelene plastic Pavement Section Taper Lane Q d i _ 1_u"0eFK (�' * treated 2'x 4' with y Above Panetta Model PA6SV-CSK (6") In traffic area - reinforced concrete with 3' thick walls — finished rade I!'Y li ' * 2. In traffic area - 3/4' x 30' steel plate with 22' dia. op painted blue cd q W !j!!i � .!" !rY Ei'U i qn! !:�.!! .. ci i! .!!.,�iliidjdiijiRiji,l!: iji:! F"T• :ry��! �'j'.!. centered opening and for coated both sides is to be - meter cover vie -;At placed between lid and reinforced concrete toox. set 7 above oln VDOT Field Inspector � fin. grade prior 16. + W a+ 3' minimum I . 'i1' rt "i: !ttl :rnl lj;ji — — — varies as required to sodding o will approve CG-11 :..:.I !:T SgUafe ibrlCfBte $kid pad :::: i:::::r:E,l ;, — — — _ _ _ — — u: scH 4o I1a! I` till l'aEr:i!!i:: -� entrance before construction 20"x 20'x 12" deep jl r l solvent j':ly !j!i ° corporation !jilt Ij!j SDR 35 ON 4' SDR 21 gasketed web cap IT-21' meter by F.C.SA gasketed bell wye pipe and fittings I screw type l i ,c=� p C3 stop r stone bedding —meter box E surrounding x .... ....... r adjustable valve E --- check '! �i n___� deep aggregate base I� II( property box 36" min. 1 ongle Ic ec ( depth 3•) line { 3�min. with drain vo y jl1!1 !i°1 ? 2"K 6• 4' n Ie ok II 0) i;;!;; � ii' 8'•min. o a y U Half Typical Section � cleanout pipe : !, 18- •'it 1; !1 ': _TOP _ boll valve locator peg it I' valve fnegalug �' -` i e- K copper of Entrance Ei. SDR 21 megalugs I S P Os witho It oints ham 2 ft. LLJ 0) to main tubing, )continuous Not t0 Scale CC sanitarylu water main to meter \ sewer main I 'I { , • c { (�ETAI L:= GE. A FL0(J N C> Q \ l 'r~J' "{ �•�{� �DA EEK main stone bedding .-- 36' min. i _ ?•}•?•}• {•}.r. , ,:,a r r • "i� i IPrji }r}titir}• .rti}}}ti o I COVef --- wye 45 bend -_— _ �•}•ties }•�•ti ti � - ffansition to meter :'r,. r r r r r r : �• �{^'i:r.}' —_ Di.IM L�rF�EZ. PA METER SETTING PARTS 0 � !:t n i ;,! "h! n!!!•:•:•:•••r•rn {;.•. setting as required !lie: E:,., ~i•r•r}} .r}}}}}}{ line meter an le yoke angle check expansion curb Ac utter ti ti:ti t•{.$.{.L. ti-�. ti.ti ti.ti +.ti.ti` (.ti.ti.• ti.�.ti.♦ Yoke g 9 !liljil; jai•{• }•r•. - tir•r•r•r•r•r•r r•. i•r•} r•}-r•r•} r•r•r:r i.r.rr.�r• size size boll calve valve cheat ' % r- tie ti.1. �.y ♦ b.1.� \ ti ti.♦ �•\.ti.1 1• ti ti ti t•• ♦•V• ti \•S•� {�{C..f:{•?r.r.r.}.}.}.}.i street } �• ti + +• �•�•ti•ti ti•+•ti L•ti•+•+• tie+•+•+ 3 4' S lrx3 4-Y502 BA94-223w HHCA94-323TD-G EC-23 ,yi.i.i:Y;:�,:,:.:r . . r r.}}r •r•} r.r. r.r.r. ff :Put C�{r'}}} }}�•ti } }r} r} i•} .r. / / titi ^ 1.,-,.ti.,.ti.ti.ti.,.ti.ti.ti. ti.ti.,.ti.,. ti. :: ,.ti•,.�•ti..., !!. r } } r r r r r r r•r r r r r r } r r r r r e r r } r r r r r r :piij!ii� II 1' 3/4' Y504 9A94-344W HHCA94-323TD-C EC-23 A :):}: tlti:ltS:}t)t}:S:i:St ?t)t)t):Sty:StStst):)t)t)t?tSt}:)t5t)tSilt�tlt)t� tii,' :ii!:I!` �t">• C ,' Y504 BA94-444W HHCA94-444TD-C EC-4 m .... � !Cif ;!if:�i!`!Ijii a ,e i Gi'i . ' treated 2•x 4• wRh - 1 8" t0 24" — top 6' painted green thrust M 1 to bock of ° F_ - f 6' Stolle bedding " " " sidewalk ,. block 8 x 8 x 16 solid block INSTALLATION NOTES: _ -'�� -- 4' pipa at 2.00% (for valves 12" and larger) 1. Exact location of meter box assembly - I _ _ _ - I�� ONO minimum grade to be approved prior to installation. NOTE :Where length of service lateral to exceeds 7S !! - 2. Water service crossing street shall be o 1' K De : o N NO a cleanout assembly shall be furnished at the encased in Y dia. SCH40 PVC or M 3 copper ; `-� 6CC--- pfOperty line. a!I° 4•'�1t.9TL.. t IJEF114G _A LL Go,L► SILS SDR21 piping. The piping shall run from 3/4' type K '!' ANt7 G611TtK.4 TO BE S►H�r W6bVCD one foot beyond sidewalk, across the copper for Gj li!' WITH rL.AT13'11 6ENIHD WELD rO►INTS IM:{GM KiJbH *AWN street, to one foot beyond sidewalk. single meter I,I ll' -- OGDrIL rL-wKIL?_ installation Yx3/4' mY° !!!;! DUAL METER INSTALLATION�� PgO ii a"Ye'x 1/44 pT6td1� 5/8", 3/4" & 1" METER INSTALLATION r"T69 TO' ICEG6IV E Tr, post. 114•0 A: v'oM G' tto. 'T" HI►16,65 I I - I GATG rosT Figure 5 II AMENDMENT N0. 2 - APRIL 1997 ' SEWER CLEANOUT I I I vo• Figure 17 GRAVITY SEWER SERVICE LATERAL II — SAW LATOH s dt[AGKiTs G•xfi•GGDAfC PPfiT4 Figure /5 WITH grim #4 � • II I 70O GATE VALVE C^S6 4iT1.. G01.4JAAN r I i Figure 8 stlu vs II G'0" G• p,� I I I I 695 17LJkAJ V9T_ EJZ GATE DE?AIL �NoT To 94A1.6� 3' Clear mini um O O O © O 690 690 690 r 690 685 M 0 C) �z 100 = 681.9' Top= 68 .o' (� Z Q - 10yr = 681. ' Spillway= 681.2' a '-' 685 685 685 � 685 — ' 680 z o1 z Prop 20' 28" CMPA \ P2 p 15" RCP CL III Prop 15" CMP Z Q' 3' Clear mnimum _ — 3 ® 2% Z w w OQ 680 _ — 680 680 680 675 _— a w w AH �� to d a o 1,.) ;w n� CQ rno7 ,a � o s. oil III r. a cn O F. D '� I `C I E.-, `� �' 3 675 �'� �. 670 675 675 ,a 6'75 bb .<� m 0 rn o q a a y o , ,.•-� O AR s� acl� to i D sd. U ;� d ,3 m U C7 � '� CUB m r- o gym, 6 ai n d ^x fs. rn L• k co N co rn OD m C.' CD F. F a O W p, q p aS w x W, E: 4a C0 co GL 0 0 0- ., m ai x o A o v o Chi II o o; II o II `p II II o0 �° r- 0 w 00 o 04 � -0 ? o ?� a Lo o � > CD 0 670 +co 0 0 CQ0� 670 0 0 x; 6'70 0� 0 co 0 0 .� 0 5 670 670 01 0 50 1 +00 1 +50 2+00 2+50 3+00 0 50 1 +00 0 50 1 +00 1 +50 0 50 1 +00 1 +50 0 50 1 +00 1 +50 3 C Proposed Waterline Proposed WaterlineCD 1 2 5 6 7 8 (s" SDR-21 PVC) (8" SDR-21 PVC) Culvert Extension Proposed Culvert Pond Outlet Detail CD Horiz 1 "=50' Horiz 1 "=50' Horiz : 1 `50' Horiz : 1 `50' Horiz : 1 "=50' DATE: 8/6/98 Vert 1 11= 5' Vert 1 "= 5' >> >> > Vert 1 =5 Vert 1 =5 Vert 1 =5 CD I I SCALE: 1 "=20' CU DESIGNED BY: Oates Y CD O JOB NO. 2183 U cn SHEET 3 OF 4 U m fJ1 m O Lf] m U7 0 U O F- Cn 3 T1D Cc I T c 0 / L Cy f� L aJ 0 I rn tD CV Y CD / �r U rn / U Erosion and Sediment Control Standards i,• j! 1.Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not I si be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas' I that are to be left dormant for more than one year. 2.During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping t measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles si on site as well as borrow areas and soil intentionally transported from the project site. 1i I p 3.A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent i ` Note: If the entire line is installed as art y I vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to j li survive and will inhibit erosion. 9 1 of this FCSA project; then the inline gate valve s r intended to tra sediment shall be i t >E will not be required as shown. I _.. 4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures e p I 1 - ._•._ - . - • • •-•. • � _!- _ : _ _ _ constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5.Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediate) after installation. i (rJ 28" 59' 12" 44215� 111 f "1- 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served b the -•--- AMD --"'-17 trap or basin. pI 20' waterline Easement capacity P yards P 9 P I I Easement a.The minimum storage ca acit of a sediment trap shall be 134 cubic rds per acre of drainage area and the trap 1 shall only control drainage areas less than three acres- j I b.Surfoce runoff from disturbed areas that Is comprised of flow from drainage areas greater than or equal to three prop 0"Xg w w w w.__.__ -w w w - .._� Y n F _:-- ;e - v -•-- R- •- v - - - .4 -- u -- r. a v,---_-- v ` •- ---- T- _..- - j acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be Ta b ,i�6A� - .• - --_ M T - p y. 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural , - _ ,._-. __-. _ 0 00 Integrity of the basin during a twenty-five year storm of 24 hour duration. Runoff coefficients used ; I r runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while I ` _ _ / t -__ the sediment basin is utilized. 00 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until — the problem is corrected. I >E J 07 B.Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent I ` ;a. r_h I } - j channel, flume or slope drain structure. i 4 It�l I y 9.Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. _ 1 r _ L 10.AII storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot l w m without first being filtered or otherwise treated to remove sediment- enter the conveyance system tout g \, e i I •� C O i1.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and i i .` II I i X W C N p any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving ' I \ 1 � LC) channel. �4 D Q r f ` U O X 12-When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment ` } I C Q transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall % j I I _ be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures If armored tl C2 •— 11 L 3: ~ by nonerodible cover materials. f yyyy�� II I 13.When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 1 I yi i 14.AII applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. I k 1 I 15-The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16.Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: t 1 £ / II ( { r�_ ilk a.No more than 500 linear feet of trench may be opened at one time. b.Excavated material shall be placed on the uphill side of trenches. jtj i II I E pi c.Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or t vvO�' f I e D both, and discharged in a manner that does not adversely affect flowing streams or off -site property. 1 i'`"� W (1) d.Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote , t o stabilization. e.Restabilization shall be accomplished in accordance with these regulations. 1 £ jll l f.Applicable safety regulations shall be complied with. 17.Where construction vehicle access routes intersect paved or public roods, provisions shall be made to minimize the transport i 1 i i II I 6i of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public t I road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be f M I allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.AI1 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the , { 1 I <' Engineered Compaction Reports will be temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped `. "' \, - O O i �y� ¢ (I re uired for the fill needed for the I sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently i , 1 ` 't } I building pad and submitted to the �t O a z stabilized to prevent further erosion and sedimentation. 19.Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and ;, t i °°o° �k Frederick County Inepeetlon Department I j `' 1 - - �+ .� damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm } ° N�C I) prior to the ieauanea of a footing permit. I � of 24-hour duration in accordance with the followingstandards and criteria: 6 °°O II �� (D Q o,Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural I ' lP �y °°° ° gf I o i Cd or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged II I i 1 �4 W N into a pipe system, downstream stability analyses at the outfail of the pipe or pipe system shall be j t. o >� performed. 1 i w 1� �_ Z b.Adequacy of all channels and pipes shall be verified in the following manner. i I O 1)The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question: or I I 1 a ( T1 'O 'O 2) a) Natural channels shall be analyzed by the use of a two-year storm to verify that S ' // % ! I i O O O stormwater will not overtop channel banks nor cause erosion of channel bed or banks; and t f / > b)AII previously constructed man-made channels shall be analyzed by the use of a ten-year ? ' l \�` N N N storm to verifythat stormwater will not overtop its banks and by the use of a I I I i 4 fZ I I two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and 00 CO CO c)Pipes and storm sewer systems shall be analyzed by the use of a ten year storm to verify i that stormwater will be contained within the pipe or system. I C) If I W c.lf existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall -._ 1 I 1,� 00 / _ �-1 1)lmprove the channel to a condition where a ten-year storm will not overtop the banks and a two-year �Y .'� Op OO p0 it ,% r i storm will not cause erosion to the channel bed or banks; or I i - 0 0 0000p000pa0 00 ' � i 2)lmprove the pipe or pipe system to a condition where the ten-year storm is contained within the ' j -_. 00 /- 000p 0000 00 0p appurtenances; or I 00 0O o° 00 CE ° do 0 0 00p 0 3)Develop a site design that will not cause the pre -development peak runoff rote from a two-year storm } ! 0 0p0o0°o00p°, 0p o000 00p ° I _ _._. -__-I__._._ ___.__ _ _ __._ ___-_ -__-__ _____-______ ._ __ ._ __ _-_____ -__� IA to increase when runoff outfalls into a natural channel or will not cause the pre -development i s I - 000 000 ° 0o a 00 0 ° - ,�� ►.�µ __ -- _ y- -- _ _ --_ __! 1 I`� I jp' peak runoff rate from a ten-year storm to increase when runoff outfalls into a man-made „ ,i 0p0 0000, 0p channel; or 1 1 Is 0o t 4)Provide a combination of channel improvement, stormwater detention or other measures which is I t .1 op /'--0 0 1 satisfactory to the plan -approving authority to prevent downstream erosion. I `' �� _ l r °000°0 t V) 00 `! d.The applicant shall provide evidence of permission to make the improvements. t f -~ -�--~T -��--� ST - e.All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the } 9 "' '�`� I LT- -'= :` _L ..- '= _ mac'' —1 o ° Qi _ o -"` -- �' 4 f Nvo subject project. _ o Je P � " detention he shall obtain approval from the locality of a 1 _� w w w Y f If the applicant chooses an option that includes stormwaterPP Y "--�y --- w - - ... � h X81 ,,: , � .. N w w,.- J -- of pr S --�---w,.. �I - ,- ," f I 1 1 a r f.` � f h detention facilities. The Ian shall set forth the maintenance requirements+, dp £ �--- _,�.. —,.� W-' w.-^`— !�+ -.• ' -'� -' - ,-'" >' W-0000' Z -- plan for maintenance a the det pw w W �- w —w - _ , w __ _Q r? n the erson res onsible for erformin the maintenance. Ta ,4 w _ - the facility and 9 ,� ,-� .,- .--__: -. ;,, ,. ,, ,: :,- .•' - ,, ' - _Y t Y P P P p / �.. __ ---I { energy dissipaters shall be laced at ! .' !t 1 _ ____ _. -._____ I g.Outfoll from a detention facility shall be discharged to a receiving channel, and e gy p p �.. as necessary to provide a stabilized transition from the facility to the _ the outfail of all detention facilitiesY � .•' .' - -' � - ~- � .- r -- .- - :-• - � - :- -- -' - - --- - receiving channel. -s,- -__- I be verified to be adequate. - h.All on -site channels must q j --- • _ __. _ _ m f sheet flows that may cause erosion or sedimentation on ad scent property shall be diverted to 3 v^��'� - - _ _ _ _.�. 5 — 4 .—�.. q _ Llncreased volumes o y 1 � .-. � -_ -.--_ , _ _ ..._- , _ � a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. _� _ -_ �� -c -- J.In applying these stormwater runoff criteria, individual lots or parcels in a residential, commercial or industrial _ _ _ _.--------- ----- development shall not be considered to be separate development projects. Instead, the development, �— as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect i f 6 2a' Sc3' 12" W 41635' the ultimate development condition shall be used in all engineering calculations. 1 I 1 k.All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on t OP the physical, chemical and biological integrity of rivers, streams and other waters of the state. L (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) } � f 4 O i i�-I I T I Q � 1='ROPOSED WHITE DOG31WOODS � 04 N U �� (2 -1/2" CAL IPEfR) 5'TALL AT z Q U) �7, Erosion and Sediment Control Narrative TIME OF PLANTING - 10 TOTAL Z q O Project Description The site is located on Imboden Drive in the Baker Lane Industrial Park '� O Sediment Trap Calculations a E-i w This project will result in the development of a warehouse and parking. PiROPOSED SOXUJOODS � Z 2 acres requires 134 cu.yds per acre Existing Conditions 4' O.C. - 3' TALL AT U w � 2(08 GU dS = 123�o eu ft The site is currently a wooded lot with slopes reaching up tp 20%, A Land Disturbance Permit will be required before any clearing may take place. A "ditch" is located along the western property line. TIME OF PLANTING - 14 TOTAL Q w + 20,000 cu ft provided soils z Q w �7, w The soil conditions were taken from the USDA Soils Survey. The soil on W O �± ;, 3.I1 rg, ; 7 7 r CO�i, `1'��t�,�C7��0M O A 1IL: �"F.NCE' this site is (41C and 41D) Weikert-5erks channery silt loams, these soils --- CRAVE], CI�RP J'ALL'T SF.I�1-�IKA" 1�'? Sr ONE C`C�.�r��`TRUCYTIO ENTRANCE T1r1,771 UT 07RE' titI_��COR7') CULVERT INLET SEDIMENT TRAP C. CONSTRUCTION ENTRANCE { have only a slight erosion hazard and is primarily shale. � T 1 L TER I'll');' U U f'LET COJ�'1)l "1'I U �� I. SET �F �AKFS .. a� Cnc`.ATF �, 41, 4 TRENCH Erosion and Sediment Control Measures - ^ 1 1 - - -- -- --- - - -- K rJ 4 T�.. 1ifR C,e,iE uF - - _ i6' MIK -� -- -_ - _ SED I ENT fR P - , Ck,ST1NG �A �' _. A 2)Installconstruction entrance ST M T '4 O � rm� , f / :�. CLAS4 i RP RAP !� / �, ":% •--'� 7 Ili Ek Cl.•_*y..'' 6 MW.f FAXRf1uFLE rFFH ,/I ` � � II "5 c-�s -' NWAP FEAD,eJaL Install inlet and outent plet protection. F`.' LT FENCE o SINE ELEVATION �_ \ ` 4) I F O ___ �.--- Ii , j11(tj�--.-.--.----.---..-•--- //�`�� — //�.../ %/��- i /� Permanent Sta b i I i za t i on _•.: `i. , j ! � { `. ' YI1't: olrlT!'1" 'i'tl II..Ar - E'r�L rl'L=y7{F�,d, 'r ._...------'�`- � • - � .- - I 1� ' ARF'A 41T11 WI I11 �fi 4 Flf '�� _ / -' r�-i� �� ''�� F,� ,;�� ` � Once construction is complete, the areas of exposed ground will be w ,_1- _ • _ _ - CIbIN\I<I. \, , It l6N--';•'- i'r,; z' l l., ,� ,J1 I'I:AN FINW _._ __.__ -__ _._ _�..__ ! --_ , covered with a minimum of four inches of topsoil. Fertilizer, seeding, KIn „ „ \i :/ / i=>S PER1"1ANENT SEED iNG and a blanket of straw will then be added. Ill VDOT caxsEaAcECA� I Tq �TrAPIX FILTER MATERIAL x. RACPMH1 AMD N)UPAC7 F, �� stormwater Management �. r -�� „ L IMF I 'T? rAt;ES 4,in F4 #ND Tilt r? `A1Ai. Oi The stormwater man ement for this project will be in the southwest i VENC T IT N'To `ME TR-G'�NcH, ' I�1 i g p j IP INLET PROTECTION CR•vEi FLIER 1 r . Will, i I corner of the lot_ 11- \ Maintenance Program RUNCrF W41ER -- t '" A. F'I ME I .�p;r-l'iny 1 .A F-TwK noill FF:Y 15 6 R 1 MIMENIk:11 Frr. ILI'IF'I. I INI!Jf':ly ;'! -` `�`•-_... - TO TEMPORARY SEDIMENT Tjl•- 4.lYJT it 1 '� R1.171,�E T1+AGF I5 Rik / / TRAP. STD. R SPEC. S13 'IA .IRr h;.E, �,��AT X l ink DI�vT / 1. The contractor will inspect all erosion and sediment control measures O{= OUTLET PROTECTION .1 . _ (" C.Y./ACFE MET SfOPAOE MISTe�lor,uW* i / ceEwM S,DNE) PERSPECTIVE VIEW after each rainfall and at least daily during a prolonged rainfall. Damaged x } "E `"� "ANO ECRE5,S # VIEW �� n %�_ Ili! •� �Y and/or deficient areas will be repaired or improved immediately. .�,i I,lr, Ih1lN -� (aASE STONE m TCW A = °` STONE �'"'> PPE RNRrr NATUM GROUND 2. Furthermore, the contractor will make a daily review of areas of con- Seeding Schedule I 1 n = r '; III14i �1� 51 / =' i �'iCR• R I Iwill b d i i f depth f 4", r `�"° struction activity to insure erosion control effectiveness Additions � Es- ¶¶_j�r'i'•� A, is - �`— � ��j�� y 1. Topsoil e spree at a minimum mum o ep o ' ' F' `illlii � •1111i•f -..' Vi -/ ; I T,° nan. g , „✓'� i �'� III t i' 1 } I'll'[ i,: 1rlT M),,, measures will be installed immediately where deficiences are found. 2.Pulverized agricultural limestone will be incorporated DATE: 8/6/98 3. 'd SHPI T' FLOW LN'STALLAXION Anna To BE DISlUfMM �" 5EUI1J£lai ---' , � �.I --. � - � ' g p "�� 1 �l� < IrIF,*Il.t::l11I a rF,'�mN'F ds A (CIA. 3. Permanent erosion and sediment measures include the establishment - � �r� ,.�' into the soil at a rate of 92 Ibs per 1000 sf, ERN PLAN +'!('sr 40N.^^RFTf GU )Tit hl.T ' ��- / t4'�`I4 of grass on exposed surfaces disturbed in the construction process. C 2 tons per acre ) -^� 1�'..,, SECTIONq r ._._.. ,• .: ..._._..�..-.._,_._'—'_._ Yrr+X �. r't'". r c Fly " 4. The sediment trapwill be cleaned when the sediment reaches one half 3. Fertilize with 10-10-10 at a rate of 23 Ibs per SCALE: 1 =20' . _ fi of the required wet storage capacity. 1000 sr C 1000 Ibs per acre ) SP_EC.IFIC._Ap},IJC,ATION r— tt a,r i ''.. , �' � s CLASS 5. The Frederick County Public ilJorks Department will retain the right to add/ 4. Seed mix will consist of 61% Kentucky 31 Tall Fescue 8 +� _._ __< wo A / p COWSE AocaE3c�TE t S Tilis kJUFIJ0D of INI,b'r PROTECTION IS APPLICABLE Al CURB INIA:'rr• ;Y.CI'ION ,1 d a .� � � T 35T at WN£RE pON81VG IN F'Nr,N'1' OF TiIF. a'fRUCRiRr. li NOT LI6F.L:1"ril CdliF: 1'nTNrt7nrn ,:,,.,„,,,t,.,;,My,F,,,,,,.,,,,;�;,,.,.,.,,.,M,,,, /// ,,;, or modify these erosion and sediment control measures Burin the daalo man DESIGNED D BY: Oate INCONVENIENCY ON DAMAGE '1'U ABJACF:NT SIRULTURF;� AND UNYItUI'BCI'F,I) F `y _ \` , within reason, o insure adequate protection to the p c and c Nn7 R? 1 ,tl'NON 1161Yr, MAT' RI; Itll'RAP CRUUTrP IN 1, I CM11q U _ _. .. .. .. . - �+ I and 33i Red Top Clover. AREAS 1A,Al, ON 1•V RL T I«x. SEDNAM �, (�, OUr, , process n tpublic 5 Straw mulch will be applied to all seeded areas at RCiNrC cp a C4N'RETF.' ' "DPAiN TPA,-, I T t T;t AT 1/2 VOLUME OF MET STORAGE AREA I,. I'= 711)' IF:rvrnl n1"rill' R1vv,i' Arina' n� 1',ul'II.,rFr. PJ:N`CS' .A. Ni�Ot,LT Z Fi7GT�';:Fi TFdA.N POINT S. viroment. -t the rate of 3500 Ibs per acre and anchored with cut- J N 1 83 GRAVEL SHALL HE VDOT 43. 03f-17 OR D COARSE AGGREGATE I IAA. IY6f) -I In .1 441) T 111 1 SEC p-iOhi 8__� I 1 1.`, TIM)' 77IF: 11.AUMI'M �'TONF ULAWTIN HI,r .,1, n;�,A1(FRON4.�..x EV TION)rT��Ta ELEVATION back, or emulsified asphalt applied at a rate Of 200 -------'�------_ ��°)� lY',LI;;v�.mtclrrl SHEET 4 OF 4 If . ruIN c 140IFS �` gallons per acre. StiCAK: ADiYRD imam l � 4?1$ 3_.�'�f 3._f!S1�4A.tt tSR?hni, w4 Ys £ n* 1ai-5s aXI, Ail, 4n 1 �m taD a; F jigr q ,:�E, � ., �" �f .'S� ,Y�, D�'�r: i iAiY,. ?•'1'r2 SOURCE: NORTH CAROUNA SEDIMENT CONTROL COMMISSION PLATE. 3.0E- CO m rn r- 0 (ri m lD 0 U O 17 i- iJl 3 a1 cc I T Iti 0 / L a, 1:71 L CD 0 I rn m / Y Cr 0 3 / U cn U Erosion and Sediment Control Standards ' -- ----' -- - -- -- -- - '- �..-_..)wc ___-_ -11 __.. _�. --.•-v 1.Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not 14 1 be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas I ~� that are to be left dormant for more than one year. 2.During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping I measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 1 I 3.A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cower is achieved that is uniform, mature enough to 1 �. Note: If the entire line is installed as part of this FC SA project; then the inline gate valve survive and will inhibit erosion. 4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land I ! will not be required as shown. - -- ---•---------•- -------•---•-----------------._.......... ............._,_..___., _ akes ance P Y 5.Stabilbizationtmeasureseshall be applied to earthen structures such as dams, dikes and diversions immediatel after installation. j__ - _ ill I S 28` 59' 12" w �42 15' _-_�'_"" �",•-�� "' � �� }� 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the _-._.___.--- trap or basin. a.The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap 9 P Y P Ya P 9 P £ Prop 20' tUatetilne f I Easement_ __ F - ! shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be - ----_ - _ _ _ Prop a`XS w w w _W-'.----- M w w -.-�� _ Y n F -••' w- - } v ti z -- r: Tap b FC5A s __ _._ " - " �! 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural ' _."_. - "- -•• -_.. �� _. ��-�_ __-•-- _�_�-. _". _--. j O 00 integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in those to while runoff calculations shall correspond to a bare earth condition or conditions expected exist the sediment basin is utilized. i - _- _: "' - �_.. - - `. - -'. w �: N 00 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding_- excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until - - - _-------____-__,_„�_F w. (-�_~__,-_- _ _ _ __--__�_ i i `' ��- � N the problem Is corrected. } down r fill slopes unless contained within an adequate temporary or ermonent B.Concentrated runoff shall not flow do curt o p q P Y P flume drain ; I y i t. ____- _ f3 l l } J 0) _ O _ � N channel, or slope structure. 9.Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. i during be so that sediment -laden water cannot i i l � ��, �� j y 1 _ CIA I\ 10.AII storm sewer inlets that are made operable construction shall protected i enter the conveyance system without first being filtered or otherwise treated to remove sediment. l l } 1 k ra; 11 >,<� C O 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving 1 I 'I ��, II { I C� s LC) n channel. N L 12.When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall f l 1 \� II ` ' 1 i O X F- Li be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored I G2 O I tyy by nonerodible cover materials. I:, 13.When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. l i I I) I i 14.AII applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. l t 15.The bed and banks of a water course shall be stabilized immediatelyafter work in the watercourse is completed. 16.Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: "E than 500 linear feet trench be at one time. ! % f , , 1 II g I I, } I L i �_ a.No more of may opened ; b.Excavated material shall be placed on the uphill side of trenches. c.Effluent from dewaterin operations shall be filtered or passed through an approved sediment trapping device, or t P P 9 PP PP 9 v' ,\ II ! N C � C � 9 n 1 both, and discharged in a manner that does not adversely affect flowing streams or off -site property. t q L�F` � I �/ 0 w (!1 d.Material for backfilling trenches be in order to minimize erosion and 3 1 ' I /� used shall properly compacted promote stabilization. 1 4 e.Restabilization shall be accomplished in accordance with these regulations. �-y v t{ �� I I I j ! I f.Applicobla safety regulations shall be complied with. 111 1 17.Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public y 1 1 road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from VI disposal Street be the roads by shoveling or sweeping and transported to a sediment control area. washing shall allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as i / '} N � well as to larger land -disturbing activities. ) 18.AII temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the s temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped {+NIL { j m I t l, II Engineered Compaction Reports will be for the fill Headed for the ( yzi __ t \ - O O j sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently ` stabilized to prevent further erosion and sedimentation. } i } I a required q building pad and submitted to thetio Department fly 4 Z L1r ,� .� 19.Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and N i ` I \ ° damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm } f ti ° ��G (I i-rederidc County lnepection prior to the issuance of a footing permit• I i t II,, - of 24-hour duration in accordance with the following standards and criteria: a.Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural t i( �ti l `�� °°°o° 1 '° I I ` Ul i xl � Nf d i cti or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be �� f II 1 1 ' W N U performed. } Z 4-1 b.Adequocy of all channels and pipes shall be verified in the following manner, i I fi t N N 1)The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question: or the two-year to that ,, f 1 �` 1 / 1 I 10 b b 2) a) Natural channels shall be analyzed by use of a storm verify banks erosion of channel bed or t i l O O N stormwater will not overtop channel nor cause o + r banks; and b)AII previously constructed man-made channels shall be analyzed by the use of a ten-year f { storm to verify that stormwater will not overtop its banks and by the use of a two-year to demonstrate that erosion of channel storm stormwater will not cause bed or banks; andOD c)Pipes and storm sewer systems shall be analyzed by the use of a ten year storm to verify that stormwater will be contained within the pipe or system. c.lf existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the ; f i C1 i �. l I l F I I i W ~ 00 00 applicant shall: 1)Improve the channel to a condition where a ten-year storm will not overtop the banks and a two-year to the bed banks; or �._ t t _ "' 0 oo0 f 00 ° o ° p ° 1 ' �, 00 6) storm will not cause erosion channel or 2)lmprove the pipe or pipe system to a condition where the ten-year storm is contained within the ' i - ll j �.! -_. ' �! ° o o o po°o°oo° o °o 000000000 o0 0o ry' 00 �� .-._... �___- _ . - -_. _ -__ ._ _ __ .___ . __.._. _-_._. �____.._. _ .__.._ _ -_____ ��._ I appurtenances; or 3)Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the pre -development °p o°O0o °o CE oo°p00 0000 0 ` a 10o Q 0000 , op o 0000 00Ir y i ` ° °p 000 o°00O0 } I ZA peak runoff rate from aten-year storm to increase when runoff outfalls into a man-made 00 0 „ 0 0 ° 0 0 p 0 ° 0 0 00 o } 000p channel; or 4)Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the plan -approving authority to prevent downstream erosion. i j !1 oa ° I ____,___„ ____ --- .� _ --� - _t_._______. - IJ « o o° ° 1 i 1 1 / d.The applicant shall provide evidence of permission to make the improvements. ' e.All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the 1 i } f _.,_ ---_._ __.__._.-_._ _. __ _-_.___.____ --` - ` f _.----"` 1�_ 1 0opo°o apa00 ° j N N r `� subject project. } l -� _. �` �^ - �� _� _� i po O - h locality f a f.lf the applicant chooses an option that includes stormwater detention he shall obtain approval from the oca y o PP P Ian for maintenance of the detention facilities. The Ian shall set forth the maintenance requirements of P P the facility and the person responsible for performingthe maintenance. X81# n PrOp h f Tap,FC8,4 w -_ - .- ,.• .-' ,, _/.,. ,. .--_, _ .= .. w ".. w- .--= w _- --. �►i = _ �_ _, "�_ yr -- «, w ,.. _, w w ;• ;' _ w w W w -•-- � :'�` -'-+-- --�-'w -�-- w --- w �. w 1 . w .. w:-:, w E f j _ __ ___ __.__ _._._.___-•- °° If _ _ 44_ ._ / _ iI" 0 -ao -� .�_-- --� Y o Q Z --• iVl channel, and crier dissipaters shall be laced at g.0utfall from a detention facility shall be discharged to a receiving c a energy p p f I detention facilities as necessary to rovide a stabilized transition from the facility to the the outfall o al de Y P Y receivingchannel. h.All on -site channels must be verified to be adequate. flows that may cause erosion or sedimentation on adjacent property shall be diverted to � __._ _ G i ,- ,' -� ." "' ,- . - : - - � :� .' -•� ..' -- : - ..' ..- .-�- ,=" - ,- `""-�_ - - = - .:• � _ ,• ,.- _ - �- •''' � "," ;. ,. ,. ,,. - � .'' .- a_ ._ . _ _ = --� '' - ?.' 1 __."__--•----------' � .� - __ -- --- - ---- -- r-•---••- - - _,-.__..�-- ----- t� �� -- � � � i.lncreased volumes of sheet a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. these stormwater runoff criteria, individual lots or in a residential, commercial or Industrial M _ -, _ j.ln applying parcels development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k.All measures used to and waterways shall be employed in a manner which minimizes impacts on ' 1 I t S 28' 5e' 12" w 41ro.35' 01= protect properties the physical, chemical and biological integrity of rivers, streams and other waters of the state. 1 t (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) i i � f 1 I Q Il I M f Z it lit f PfROfi=05ED WJ 41TE DOGWOODS Q� N E � Q (2 -1/2" CT4L i1=EfR) 5'TALL AT � N z � � Q U) � Erosion and Sediment Control Narrative Project Description TIME OF PLANTING - 10 TOTAL � o U [� Z '-i � Q Q Sediment Trap Calculations The site is located on Imboden Drive in the Baker Lane Industrial Park This will result in the development of a warehouse and PROPOSED BOXI,000DS a FBI r I� w U 2 a cree re u i ref, 134 cu. ds per a cre y 2(o8 cu = -123& cu Ft project parking. Existin Conditions The site is currently a wooded lot with slopes reaching u t 2090. 9 p p i i 4 O.C. - 3 TALL AT Z � P � Z i� ; 4 � U ,4 Land Disturbance Permit will be required before any clearing may take place. yd5 A "ditch" is located along the western property line. TIME OF PLANTING - 14 TOTAL Q i-i w� + 20,O,a0 cu f't provided Soils Z Q � w rv� r •r r,rr{ a •7^ ^a The soil conditions were takers From the USDA Soils Survey. The soil on W � w x o I� CRIWEL CURB 1ALET SED1,V1K-N7' ! ,{ .^,: I CON,-""1�w17I' I/t�� Ofi` A "'.�1LT FENCE FENCE' STONE CONSTRUCTION L'11�`TR.�'�CE (T1777:1,('.-)UT TVIP ,' STTIDORT) CULVERT INLET SEDIMENT TRAP this site Is (41C and 41D) weikert-Berks charmer silt loams, these soils have only a slight erosion hazard and is primarily shale. CE CONSTRUCTION ENTRANCE '� � E w F'11 7'F,'R /'!1'1'.' OL/7'l,F,7' CUf'�'1)/'I'IDl11.�' '-ET'TflF srAf�-> 2FEcAeAT�: A 4� 4' *P.�ihcta tsa3t' r1.LNLr 1iiF Llii uF Erosion and Sediment Control Measures - --- ��`` �'_ �- _,__ __.__.,__ _ MIN __, _.._ __; �'TM'; �;t,l,l,�t�- `MYTIF,Ti2CPEFN rT�,Ax �• ,, - 1) Install silt fence. 2) install construction entrance 3) Install sediment trap. ST SEE) IMENT TRAP= Q d' � _ -• - i 1'll•F. Olrllf'1 'Ill HAI ____�-- ► AREA �iTlir, i,F:IiNi,1 SIDE S f E _�-� rr, ' `' ``" � NEADW t, Y, �` 'EA°"ALL _� it l -` P' T''� Y,- / '7 4) Install inlet and outlet protection. Permanent Stabilization Once construction is complete, the areas of exposed ground will be SILT FENCE SF i F o w _ FIAN VIFW �. i fin' LqR, _________ _._.__.______�_____ -�- ) '�". �i 21a5 i 7• tiG covered with a minimum of four inches of topsoil. Fertilizer, seeding, pPS PERMANENT SEEDING s _A_ OR 1 I i ' I VDARSE and a blanket of straw will then be added. stormwater Management + O N„ ilIl;I; i _ 1.._ �, t.ALs;l PnvEcHr GRE MLTER MA,'Eis'i27AL 2,. 13hCk3Eii AN£, Cx3b8FA 5/4RAseAREA i/ ca�RSEAcc cA,f 1'C A ;E t1,. .F� €zd � i A �' ,. w -` i �t1 sa,�.AT _dt IT ERrti THE T}ii'rPCH, _ n em ent for this project will be In the southwest The stormwater ma gI}= corner of the lot_ INLET PROTECTION GRAVEL F'L,ER • � ' 1 -1 Maintenance Program FONCTr WA,CR ----,. 'i - - - 'API F,Ls:, - �f;C'1'i11N A 1 'i N't'061N1'NI!,:I, M�:. !'�IIF'I_ I I'::I�J4'.IL F,I.rrN r!I)T{I Fl:r Iv 6 r„ _ _ .l, Fnru h,,/i,, - �•-- `O in V-�W tAl>w,°k t3' atiN c �F A. ?� k .a X 1 :x ,J Arm •sTora{GE REalircEMENTs EnE.wFNr ro THAT OF TEARORARY SETANE NT TRAP, SM. a SPEC. ale WET 1. The contractor will inspect all erosion and sediment control measures p O{= OUTLET Pi�OTECT i ON M4, r C,l.0 A nqJ WW, i - _ ., (�; � STORE) PERSPECTIVE VIEW after each rainfall and at least daily during a prolonged rainfall. Damaged k , _ ,1 r" -__,�1�IIII�I, y A✓` .1,1, IMIN I ill �''' IIII� Tlk r. ,NrlAr;, �m RIAU'S JFE}4T„, PLAN VI1�'�' ._ iI , 07 C.Y./ACRE ACRE err SMRWE %� II° %-� r` ° OFSTONETOTOP /� l'� OW REIN) APE RNERr NATURAL GROUND and/or deficient areas will be repaired or improved immediately, 2 Furthermore, the contractor will make a daily review of areas of cam Seeding Schedule - i'` _.._...__-____"..__ J-- �;ON a,.; °�"P"�°""`L� , r R \ h�''� `� st Oct' n activity to insure erosion c ntr e ene Additional r io I s rosin control effectiveness. tonal measures will be installed immediately where deficiences are found. 1. To soil will be Spread at a minimum of depth of 4" p p p DATE: i fail U1 :.EL>IVCL:1 --- 'll lliLl jai > 1 i'H1 I,: 1,1, 1.• W1.i,affm :u}.: '- >uw.- i .• qF?,� l' -f-t_, S1 i7 !, INSTALLATION I T I FLOW 11 SALL`1Tf?ti "? 2.Pulverized agricultural limestone will be incorporated 8/6/98 sills , ARrAs ro BE dsiuReE° ,' sal � <if � (arr•nuED.ETC. ,1�� ,�? 3. Permament erosion and sediment measures include the establishment into the soil at a rate of 92 Ibs per IiDP�(� sF. CONS RF'TF i,U,TEP. -� e' .,l _... IA ; F':(.T'£F CLiTiH- SECTION A-/� -!i , . � � I �' r� of grass or exposed surfaces disturbed in the construction process. (2 tors per acre) al , L - e ry°- --- �. " - 1 4. The sediment trap will be cleaned when the sediment reaches one half f - - to of 23 lbs er p SCALE: 1 =20 SPECIFIC - -- - ',I,,�i4�r -� :- - �` � X ' \\\\� o the required wet storage capacity. e the "ght to a Frederick Public t add/ 5. 7h 'ck County Pu is llJo kS Depart t lmmmtslfzC l+a(d01 bs per acre ) wi retain -' f--- f , � GIASSIflPRAP e ede r men will e right 4• Seed mix will consist of ��io Kentucky 31 Tall Fescue � Tills MLYIfOD Or irri,hT 1POTECTION IS ArruCABI.X AT CORD IN07S -EC TiON A .1 " NOT I,Ihf:L.i TO CAti F, `' \ war i �, OR /s rnN+sE AocREOArE /// or modify these erosion and sediment control measures durim the deelo memt g I� o and 33i Red Top Clover. DESIGNED BY: Oates wHi:Ri: roNDtvc IN HR(,NT of Tee siaucn;RF. ii pllTfN (,O'll CLT iN L R�I+�W,I,FDia� �'�L LV;IIa. H'IY1,h, iN f.'RF, OKI)IN OR DAMAGE TO ADJACENT URf. 1-cNOT AND UNYRIIT'ECI'F:D al•RuR utiia,. u,v RL Iapuap ci:uoreD Ru•Nar. cUU'+N - \`a MAX SEW" DOEFM (CIFiw our PORT) process , within reason, to insure adequate protection to the public and en 5. Straw mulch will be applied to all seeded areas at AREAS iu+r,lt IIx <'oNa'RF'i'L� L I.i I' Till' iF:Nr:Tll (,I' Tilt. Rlpil{p APIZ<,A' A• ,,Ll,,:,,nl. / 'NrT r r �L ''AFA=y AT 1/2 hVIiAE OF WET 51aPAGE AREA A 1M0k D BY, fii�r 'rl•I�.N POINT R. viroment• the rate of 3500 Ibs per acre and anchored with cut- JOB NO. 2183 • GRAVEL SHALL HE VDOT 43. #357 OR E COARSE AGGREGATE' , Ina rlAn sIN A AND 3IR I l 1-, TIVi 7,iF: NAF,TNli{I STlmr. DIANF'IN I+L'r "I SECTION8-� �� n>�A1rA{EWAY 1 d� ALi;§rlON ELEVATION (FRO" ELEVATION) back or emulsified asphalt applied at a rate of 2(d+a ..,.__. _..._. .. IF.. MAN G IN(' IH:S :_._.�__.._....�.,-._.___._.._._._,..._..._....__.._____.._.._____�_r.._.__�...._._._,._._..._..._._�.r_�..._..._._ WK; k'Va'iE.4 ir!{e 1 xi_�_'.a 5 9.'3SF ;..s i> , MI'd Vt INX ply* 3.02-38a7Uxr, Ad' i t.'�n, -, '�rax ems{ 7 , rrl,'�t, .. , ..,_ ;e,E_ - '.:,g.,F-'9;,§gl.,i9. WWI SOURCE: NORTH CAROUNA SEDIMENT CONTROL COMMISSION PLATE. 3.08-2 gallons per acre. SHEET 4 OF 4 co 0-) d-i M co CD 4_1 U CZ) 0) 3: ID GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP SCALE 1"= 2000' C14 L_LJ Ln 0 Co EXISTING INTERMEDIATE CONTOUR -- ------- 33 L_LJ (D 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 00 County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion C-D 0 0 N 40 -";7, C -E U-) and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 0.- 0) EX E _J 0) 1 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT - /_� - - ---- = L- ON must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P W > -I- N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT C>fx L 14 r- r- EX C&G -0 0 Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER 0 Nf 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. ct -r- Ln PROP C&G LJ_J 0 a- (VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER Q) X \N I N C�_H E15,TC! 0., L'�.s < 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R 3: shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R Aw required under State low. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's EXISTING TELEPHONE LINE Q) 0 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 1AV1 Q) >, PROPOSED TELEPHONE LINE S Q, 40. > IZI (3) , C with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard nail 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 EX. 15" RCP 3 C :3 responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER A. bi V) ze A, PROP, 15" RCP 4Q/ Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER IV 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER representative of the developer must be available at all times. Ld SHEET INDEX _J 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 < Ld > arranged and held by the engineer and/or developer with the attendance of the > < 0 Control Devices (MUTCD). contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE E > 0:� Sheetl Cover Sheet 0 C) a- 8. All unsuitable material shall be removed from the construction limits of the roadway before placing I --, q� Li- a - PROPOSED ELECTRIC SERVICE p P Sheet 2 Site Plan a- < embankment. V7. Contractor shall notify the local VDOT Residenc Office when work is to begin or cease for a_ 0 y Sheet 3 Profiles and Details < -, L,_ any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE Sheet 4 Landscaping and Erosion < 0 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less Ckf 0 L, > inspection. 0 Li- 0 bi than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE G & Sediment Control Plan _J < 9 < < cl� _J > 0 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 < 0 on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE C0 > Q 1E Z I 1 0 in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02. FLOW LINE a- 01� :2 < 0 < L.L. 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 0 -1 0� FENCELINE < 4 be minimum 6" diameter and conform to VDOT standard SB-1. through construction. V) EXISTING POWER POLE PARCEL IDENTIFICATION NO. 54-7-4 0 U) (/i < 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than 0 UJ V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS: Imboden Drive ff Z V) < 0 >_ one litter receptacle shall be provided at the construction site. and at the end of construction. EXISTING TELEPHONE POLE TOTALAREA: 2.0707 acres 0- 0 0 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to PROJECT AREA: 2.0707 acres 3: EXISTING WATERLINE W/ TEE w iTi entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have DISTURBED AREA: 2 acres whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE w w iTi w CURRENT ZONING: M-1 condition at all times. CURRENT USE: Vacant 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 EXISTING FIRE HYDRANT PROPOSED ZONING: M-1 immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSED USE: Warehouse 0 sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE w w ALLOWED HEIGHT: 60' sheets, and connections to existing lines. PROPOSED HEIGHT:. 16' 15. All sanitary sewers and water mains and 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 T 0 0 standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER w W Z a� Z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER w REQUIRED PROVIDED 0 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall BUILDING SETBACKS: FRONT: 75' FRONT: 76' be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN SIDE: 25' SIDE: 26' / 58' prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing 114 AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) REAR: 25' REAR: 29.73' W utility verification and the proposed construction. $" (U of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT .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 CG-12 AND/OR JURISDICTIONAL REQUIRED PROVIDED 0 9) Q) STANDARD RAMP CONSTRUCTION , 0. 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 PARKING SETBACKS:- FRONT: 25' FRONT: 27.15: 9) a� final VDOT approval. PARKING INDICATOR SIDE: 5' SIDE: 14.70 Iri "o Q (U Q) 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES REAR: 5P REAR: 5.5' In W 4 must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site > :> �7A Q) Q) Q) V14. VDOT Standard CID and UD underdrains shall be installed where indicated on these plans development permits. TEST PIT LOCATION and further where determined necessary by VDOT Inspector. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his F.A.R. CALCULATIONS 00 00 00 roject. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way LIJ M 0) 0 p shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING or.ing PARKING CALCULATIONS I-- --,, 1_� I-, - 1.0 per Z' < co C\2 -4 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected 35,120 sf / 2.0707 acres PHASE ONE N CQ 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 VEHICLES PER DAY COUNT 0.3894 provided Warehouse/Storage: 1 per employee Co 0) engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE Four employees 4 spaces required 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. PHASE TWO at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT LANDSCAPING CALCULATIONS Warehouse Storage: 1 per employee markings must be installed by the developer or, at VDOT's discretion, by VDOT on an 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard account receivable basis. Interior ParkinQ Four employees 4 spaces required proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered PROPOSED STREET NAME SIGN 1 tree per 10 spaces professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED SANITARY LATERAL CLEANOUT 5% of lot to be landscaped 10 spaces provided geotechnical report has ben prepared, it should supersede the requirements in this note. 5% of 5,250 sf = 262.5 sf SANITARY MANHOLE INDENTIFIER 1 tree provided 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating 325 sf of landscaping provided ADA Requirements or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER Exterior Parkina 1 per 25 spaces in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 1 tree per 40' perimeter 1 Van Accessible Ramp Provided 360' / 40' = 9 (trees) Water/Sewer: Frederick County Sanitation Authority EASEMENT LINE 9 trees provided P.O. Box 1877 CENTERLINE Winchester, VA. 22604 QL) EXISTING SPOT ELEVATION 12.0 (540) 868-1061 ��7) ENVIRONMENTAL FEATURES Phone: Bell -Atlantic PROPOSED SPOT ELEVATION 12 5 ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL PERCENT ;2 P.O. Box 17398 EXISTING TREE DRIP LINE MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY Baltimore, MID 21297 FEATURE DISTURBED (301) 954-6282 FLOODPLAINS 0 EXISTING TREE 15" OAK 15" PINE LAKES & PONDS 0 Power: Allegheny Power MISS UTILITY 1-800-257-7777 WETLANDS >1 AC 0 0 P.O. Box 1458 0 SINKHOLES 0 F4 0 Hagerstown, MID 21741 PROPOSED TREE 4_4 NATURAL S.W. 0 1-800-654-3317 DETENTION AREAS > cd 0 0 Gas: Shenandoah Gas Co. STEEP SLOPES *100% P.O. Box 2400 >1 5% 04 Winchester, VA 22604 WOODLANDS *100% A WOODLANDS AND STEEP SLOPES WAIVER WAS APPROVED BY U) Q) (540) 869-1111 THE FREDERICK COUNTY BOARD OF SUPERVISORS ON APRIL 22,1998 r10 Q) FCSA CONSTRUCTION NOTES TRIP GENERATION DATA 0 CO VER SHEET 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL 6th Edition ITE ADDI_17IONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. V_A 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. ARK D. SMITH Project Name: Project Number: No. 022837 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE Del-bny Derflinger' s Warehouse 2183 AUTHORITY'S INSPECTOR. Lq� 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER (150) Warehouse 35,120 sf 4.96 per 1,000 sf 174.2 VPD's Magisterial District: Date of Plan: (Month, Day, Year) METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY L ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Stonewall District August 6, 1998 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 Owner: Address, Including Zip Code & Telephone No. THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE PO Box 1881 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. Denny Derflinger Winchester, VA 22604 DATE: 8/6/98 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE NTH 877-1827 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. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIAT10N OR CHANCE SCALE: n/o 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 Scme 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO 8. A DOUBLE CHECK VALVE BACKIFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. DESIGNED BY: GRO DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. Engineer Certif�ing Plan: Address, Including Zip Code & Telephone No. 151 Windy Hill Lane JOB NO. 2183 IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. Greenwcy Engineering Winchester, VA 22602 1 (540) 662-4185 SHEET 1 OF 4 co C-) C-) 4` U CD _3 J__ Cn -P _0 Ir C7 CD CD C_ Q) Cn C_ CD M I M 00 CU Ir CD :3: En _1Z Inv W6 4 ROCCO 5UILDIWx SUPPLIES, INC lit 05 030, FIG so TJ-1. 0 B14-1-i2 ZONED M- I 14 USE -COMMERCIAL IE 0 OC) 3E CN 00 W CIA .2 Ln (see Site Plan 0) > Blue Ridge Landscape" 0) o 4 M PLUM151MG W for the continuation of the gradl4\ D5 C306, PG 560 C) > and waterline-) TM. 0 54-1 -5A as ZONED M-1 U$E:COMMERCIAL MILL CREEK INVESTMENTS, INC- C 0 W 0 -1- PG 860 T.M. �4 .. ...... . ... ... C) W X < ZONED M USE -VACANT LL_ 'A' W V) L_ X 0 > C UJ 0 Inv C/o Note: If the entire line is installed as part he inline gate valve of this FCSA project; then t WV not be required as shown. Will - - --------- - ,Tells oed J Ex C1149 5 2&1 5"31 121, W 42.15' SSM" _1 .1 4— C Pr9p 2P.' WAteril"19 0 0 z Z - — - — - — - — - — 'I Pre r4 W W w - ---- -- tF� - 1.11 1-t� I. I Q) 1:1 V, W Tap b�IIFC54, 5; U) W re, S x P... 46 3 x x It 11 -77 0 Q) (I) 200, 1'20' 'PH,46E I I WAREHOUSE man-000r with METAL ENCLOSED DOCK rn 0 CID .,-I HEIGHT = Iro' 41x41 Lamcling > 1\ 41) (1) W 240 sf 00 CO CO FF (0aa.001 Fire Wali IL 0) Q) 0) F_ ED Wo sed-- ao N V, T1 < IN L e I 70=vata 0 3 co LL "nioN Sewer Cl) 11" SE I WAR�HOUSE PHASE I WAREHOUSE 0-11 2 t 1 0 �Ea6stment 2" SM-2A ETAL SUILDINC DANIEL TRAv06TlN0 METAL 5UILDING HE IGWT HEIGHT = 12' TTI. 54-1-13 fl,1?Joo sr z ZONED M-1 201 SM-2A F---= rosezo USE -VACANT 311 5M-2 00 all 21-5 0 ADA Notes. WELMUT RADER ��L C; 0 I.Cro66 Slopet not to exceed 25�* man-c>oor with r2w, f=G 2,62 < 41X4' Lanolin% T.M. 0 54-A-IBIC ,rc --31netall ADA compliant ramp ZONED M-1 2Po6t PIC. Parking Sign W_ USE -MANUFACTURING �aport,6 will big I Cl Engineered compaction F I C2 I 1,44t, 471-01" 1 If0t"111 required for the fill needed for the a Q -- - ---- building pad and submitted to the PHASE 11 WAREHOUSE 2' CAJrb Cut erick C i 0 F Ountg Inspection Department METAL BUILDING 000 r1or to the Issuance of a f00tI"9 permit - a 0 HEIGHT = I(o' -ra Man Door 12, ovERHEAo r)OOR5 RUP.7rap 00 00 00 0, FF 6083-00' 45 v -mL4 23 V z Man Door & 54 X 684 x &84' X 4V vDOT Not!n.! I i 1 6: -ii specs RAMP 12' OVERPEAD DOOR Lln6tall entrance to CG 2,1netall CG-12 ramps as (12:1) i:.j the I � )I Ole 8_5 cre dictated Culvert Notes; \/DOT field Inspector I / I I I I I I IT / / Cono. Wa I I 3, Ang trees within 15' Or " will q cap.,1015 01`6 bg VOOT 1 0 -7;r3 1 L-)e subject to trimming ireo 8 4.a 12, OVERWEAD DOOR for safe bight distances. _J Inv -AS in 6" 21-5 -1, J 2" SM-2A Dumpater wit 86 12 31, BM-2 Pad-684.0' 5 E-1 > E- �D E 88 21-5 0 C) E- t 15, R 7 . Dollar 5/8' WM Va -W ve Prop 6"XW Proposed Oat- line 25- �_nv .W r F�a Tal:5, bg F-c W // ' 20' Drainage L ............ ... S eoiw Tap r-A bg A S _77 S Si ==S' _j. �Ex W San. Sewer Line Top-&ft.l' ------- _2 0 —S Inv 21S, at 1049. E x e, 2a' 41ro35. Ex 55MH Existing Top-(o1s_r,3, (Raise to &62.53 Existing DANIEL TRAVOSTINO t Ditch 3o, Sanitar� Sewer 05 645 PG 353 20, Drainage Existing Inv In- &13011 T.M. 0 54-1-14 Easement 10, Sarlitarg Inv out= 612.W' and Drainage E6m't Sewer Esm't E- ZONED M-1 0 UsE:coMMERCIAL Ex LVV VICTOR. G. WEEREN D5 _100, FIG 4.01 �K a k3l TM. 0 54-1-3 ZONED M-I U$E:VACANT DATE: 8/6/98 E SCALE: 1"=20' 7 -4 Ex 6S, 42-15 X11 DESIGNED BY: Oates JOB NO. 2183 E SHEET 2 OF 4 ci CC) M CD CD Ca U-) CD (D C_ W CD C-) Cn fr d1s. schedule 40 3- steel pipe filled with concrete and painted 7 T1 yellow 18'dia.. concrete PnLLARD DETAIL allrection of wkv to be approved prior to installation concrete pod V-W sq. x 6" deep r sm raoulred Ir FIRE HYDRANT ASSEMBLY Figure 9 finished screw type adjustable valve box W" Peg mechanical joint Sol fee with S' branch cast iron cleanoult cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (4") Panella Model PA6SV-CSK (45") square concrete skid pad 20*x 20*x 12" deep aggregate base (dWh 3- cleanout pipe SD 21 sanitary sewer main] Wye 5. 4 bend 6" stone bedding NOTE Where length of service lateral to exceeds 75' a cleanoul assembly shall be furnished at the property line. 6 7 5 CIO F.� C C + 670 r_ SEWER CLEANOUT Figure 17 gonswe =0600 ion f r4 owish kpibpn low vows a boon, pow "on a bow I else Sam ess" TEE WYE-ORPI [in No uno."Vool Wall -..I, W 0— soo~11olo. brA.LC mom CONCRETE MMEM#OPM FOR HOIRIZONTAL THRUST ISLOCKS M, Dis. I ftq., Wyes & To" I 1 114- wrd 22 Iir 911d, low 901 I "id A 8 C A B I C A 6 1 C v-&, a-ir v-r w4r (Y-v I o--v I--r 0.-V I I --r r I i,-r a-r 1,-r tr-r o,-9- I (r4r i-.r o,-v r-r 2. i,-r 0,-V V-V 0'-V Z4r 12' 1'4r 11-T 2-W 11-r 1-01 111-V 2-T 11-T 7_0` 14' 70 110 7-cr 11-7 1 I-V 1W r4* I *-T 4'-(r Fy v-ir 7-r r4r JW r-T Fir jv 18' 7-V V-7 70 V4r l'-r Z-W So I 20' V 1-41' I-V 00111101 1111fil! RLIWAFNDS $IN. n Iso N&V 14� i;.In am -am NQ-B= irili-Ess 6 2 Viiai W a a VERTEIX SENDS wo- I i1ii 91 VF "I IN FCU.WYD. 1.3 1. 1 THRUST SLOCKS FOR VERnCAL 10, 1*A &7 Up SENDS SHALL BE THE &AME ir 12 22 AS FOR HORIZONTAL SENDS. 14, 0.6 1.7 3A ?A 0.9 IL3 &I "r r 1A 31.2 63 Or 12 ?A CONCRETE THRUST BLOCKING F%Kro 2 SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 gasketed . i bell 451 bend bell adapter or peg I local TIP I, 3'minimum SCH 40 solvent Kill SOR 35 8"x 4- SDR 21 gaskeled wed cap i 1 a gaskeled bell wye pipe nd fittings P. operty line 18* 36" min. cover "!R I'l ifliiI, Ir ated 2"x V with top 6" painted green Ai: ::Y 4'pipeati.00% minimum giade GRAVITY SEWER SERVICE LATERAL Figure 15 3' Clear mnimum. 0 - 0 TJ 0. rA �4 Q) (L) --�J _0 0 Q) > 1Z E r� a, Ill > A CD C) r, O� U -00 co 00 X'4 -OD + + (a IL. 0 F_ LID 0 50 1+00 1+50 2+00 2+50 3+00 Proposed Waterline (6" SDR-21 PVC) Horiz 1"=50' Vert 1"-5' 700 695 on Boom 680 1MV1,111 I - 0C we 1., mr- -1, AM bAr co 675 + 670' 0 50 1+00 Proposed Waterline (8" SDR-21 PVC) Horiz C-50' Vert 1"=5' O.D. entire trench to be 00111vacted 21. 8 L ivr V.D.O.T. PAVEMENT REPLACEMENT TRENCH & BEDDING Figure 1 concrete pad V-6" sq. x 6" deep-7 screw type adjustable valve box locator peg r- megalugs h1q. min Min Sam thrust 18' to 2 4' 3.- Clear mininium E- 0 — =3 W 0 It V) a 1' C, > 36" min. valve megalug to main megaluli; ADA St'd "Handicap Parking Only" & "Van Accessible Sings 6" Conc Curb Exposed Agg- 171 171 J 'kO Concrete Walk 6 CG-6 Curb 2' Window K Handicap Space 5' or 8' TYPICAL HANDICAP SPACE AlkTn DA11T nL"rrATT woolow IK &, ellp^ P--c) Precast Wheel Block 0 6� 02 8 14 7— ALL, MATEPLIAll.- -To ey F_ - c� W. 4" CONCRETE 3000 psi W/ FIBER 4" 21—B BASE STONE SIDEWALK SECTION 2 SM-2A 6" 21—B BASE STONE PARKING AREA PAVEMENT SECTION —6) (BASED ON CBR METER BOX HARDWARE SERVICE METER PIPING METER SIZE YOKE Ill BOX *1 METER BOX COVER OLk DiA_ 3/4- 5/8' x3/4' (20 gpm) Ford Y502 18 in. non -traffic Ford C32 traffic Ford C32H 1 5/8* x3/4' (20 gpm) Ford Y50 4 — 24 in. Ford no. 30 monitor lid *2 cover W/ RML-12 oL 3/4* (30 gpm) Ford Y504 24 in. _L Ford no. 30 monitor *2 cover W/ RML-12 top lid 1- (50 gpm) Ford 24 in. *2 Ford 7� 'ROML71"21top Y504 cover lid 71124-MA re C> 1. In non -traffic or a - It thick polysthelene plastic In traffic area -ereinforced concrete with 3' thick walls treated 2% 4" with -top 6' ed blue 2. In traffic area - 3/4" x W steel plate with 22' dia F ItxN T centered opening and for coated both sides is to be meter cover laced between lid and reinforced concrete box. " p set 2 above or fin. gra�e pri to sodding varies as required corporation 1117-21' me ter by F.C.SA stop d b. ion g T stone be meter box surrounding x lr:: 31 34T deep I 1 T angle check 3C min. with droin vo Z",L 4 Er min. ople yok valve U -view- r rig, ;tr Is nuou oint. 'a =2 ft ithout water main 'i- main Er -one bedding PIETA I LL-- E50A PLO r,>um eTrr_F2- PAP METER SETTING PARTS line size meter size 1yoks �311. yoke Volvo angle check Vat" exponsIon wheel 3/4* 5/Ir.3/,r1Y502 W4-223W HHCA94-323TD-G EC-23 3/4' IY504 9494-344W HHCA94-323M-G EC-23. I" IY504 &A24-"4W HWCA94-444M-G EC-4 M n to meter "Ironsillo setting as required curb & gutter street 8"x 8"x 16" solid block INSTALLATION NOTES: sidewalk (for valves 12" and larger) 1 1. Exact location of meter box ossemb - - - - - -- to be approved prior to installation. 1' type 2. Water service crossing street shall be 'a K encased in ir dio. SCH40 PVC of M 3, copper 'TLLOIAG -ALL dr,&"P-IE'9 SDR21 piping. The piping shall run from 3/4' type K :2 0 AWL7 C"T8lEfr TAP ISE S-H�Iiv WGIL-VeP one foot beyond sidewalk, across the copper for rrH PPLAT51 155NIHIp WF-Lp lrooiNT-9 10.(&* MorUt*H �PAWN street. to one foot beyond sidewalk. single meter V, I'x3/4* wye C-rPAJr_ r1L_ANI1L'5_ installation DUAL METER INSTALLATION -AN Box It.0 -*Talll L,- rL-ATG'9 TO' PIEEX,1111 IV E "T" HIMC-65 -rr, allit lii it vies" aATC. rdV-1111'"r 5/8", 3/47 & 1" METER Figure 5 INSTALLATION AMENDMENT NO. 2 APRIL 1997 —PAW "TO-44 SCA-CW-91-r'f x 4 6 P`A r- F4WTV WfIrit 1FI W~N CIO - LVE P11111'r.4p f-TI, oPOWWN1 Figitwe 8 GATE VA OVA PIS F-I 11 ; Ji PLJ W PTT5 $Z &A _r 5 P E- 7A I L- WVT To -Pe-A I. a 690 690 tw r. + 0 670 0 0 Z_ Prop 20"]C28" CMPA 50' 011% M a.. 20 S 0 0) .:4 - I.`A4 cc 0) = -4 0 ;� C6 CIO 0 CQ Ci IV r- co co + 0 Lo - + , + LN 00 CI a) - 50 1+00 1+50 Culvert Extension Horiz 1"=:50' Vert I"=5' 675 670 0 Prop 15" RCP CL Ill 72' @ 1% rn ct4 to (a -1 co rn 00 U) DO 0 02 > > + + 50 1+00 1+50 Proposed Culvert Horiz 1"=50' Vert 1`5' 8" CONCRETE 3000 psi WITH MESH 4" 21—B BASE STONE DUMPSTER PAD SECTION 2" SM-2A 3 BM-2 8" 21—B BASE STONE ENTRANCE PAVEMENT SECTION (BASED ON CBR-6) Q) Q) Install 12" of 21-B ILI behind curb and cover 2%-5% with 3" of topsoil and (match gr ade grass seed CG-6 See Existing — Entrance 12' rn ;J Pavement Section Taper Lane Above VDOT Field Inspector + 0 will approve CG-11 entrance before construction ON Hee M 675 670 Half Typical Section Of 'Entrance Not to Scale �,G 100yr 681.9, Top = 682.0, = 681.2' 10yr 681.2 Spillway Prpp 15" CMP 30 @ 2% Q) GO _0 ;::i 'd IL. 0 co > 0 + + 0 + -1 0 50 1+00 1+50 Pond Outlet Detail Horiz 1"=50' Vert 1"=5' _T_ 00 CIA 00 C\A CD In 0) C) C\J 1 0) (1) 0) C 0 0.11- (1) -c Ln 0 (1) X 0 (n I- I.- (1) 0 .5 blk*N -6 .- > (71 1- C :3 Li (n 0 Q) W Z t)k 0 <11 Q) Q) W 50 > Q) 04 00 W 0) < C/) to 00 (14 ac� 0 > E- 1:� cf) �17 — �:) 0 1.4 DATE: 8/6/98 SCALE: 1"=20' DESIGNED BY: Ocites JOB NO. 2183 SHEET 3 OF 4 C-) Co CT) ca) Li� M 61� —1 CD 4- U C:) F- CD Er I CL) C:) C_ (D IDI 0_3 C I D rn C\J C:) cf) C-) Erosion and Sediment Control Standards +1 . ...... ------- 1.Permonent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2.During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3.A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent Note: if the entire line is installed as part vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to —of this FCSA project; then the inline gate valve survive and will inhibit erosion. 4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be land will not be required as shown. - ------------ --- -- -------- constructed as a first step in any land -disturbing activity and shall be made functional before upstream disturbance takes place. 5.Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after Installation. the total drainage to be by the S 26- 5S' 12" W 442.15- -75 6.Sediment traps and sediment basins sholl be designed and constructed based upon area served trap or basin. F>rop 20, waterline o.The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. I L Easement 7 j" ' b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be Pro w p lo�l Ta P 8Z W W 4 W_-_ w 0— W& ------ 14 'AW Iiii, t, L0 134 cubic yards per acre of drainage area. The outfoll system shall, at a minimum, maintain the structural 24-hour duration. Runoff used In 0 QD 00 Integrity of the bas in during a twenty-five year storm of coefficients to a bare earth condition or those conditions expected to exist while .......... — runoff calculations shall correspond the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until C: E Cl� 1 00 (0 Lc) the problem is corrected. _J 0) (0 B.Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent flume or slope drain structure. > (D channel, 9.Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 1O.All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot L0 enter the conveyance system without first being filtered or otherwise treated to remove sediment. 0 11.13efore newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed In both the conveyance channel and receiving Q) C 0 0 It L() channel. 12,When work in a live watercourse is performed, precautions sholl be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall M X < be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures If armored I- LL_ by nonerodible cover materials. 13.When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14.All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15.The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16.Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: V) (n W 0 a.No more than 500 linear feet of trench may be opened at one time. b.Excavuted material shall be placed on the uphill side of trenches. c.Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, discharged in manner that does not adversely affect flowing streams or off -site I > and a property. d.Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote Ld V) stabilization. e.Restabilization shall be accomplished in occordance with these regulations. f.Applicable safety regulations shall be complied with. 17.Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport by tracking the Where is transported onto a or of sediment vehicular onto paved surface. sediment paved public thoroughly the day. Sediment be from road surface, the rood surface shall be cleaned at end of each shall removed disposal Street be the roads by shoveling or sweeping and transported to a sediment control area. washing shall allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as *2' well as to larger land -disturbing activities. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently < Engineered Compaction Reports will be required ror the fill rpseciecl for the to the Z 10 114 0 a4 Q) 4 0 Z stabilized to prevent further erosion and sedimentation. 19.Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm 0,,0 0 building pad and submitted Frederick CountS ln6pel,_-tIon Department prior to the Issuanos of a rooting permit. 1 X1 0 W 4_1 1:14 0 of 24-hour duration in accordance with the following standards and criteria: a.Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural 60 .0,,0., Q) or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be A W performed. b.Adequacy of all channels and pipes shall be verified in the following manner: 0 (V a) 1)The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question: or T 2) a) Natural channels shall be analyzed by the use of a two-year storm to verify that 4) Q) stormwater will not overtop channel banks nor cause erosion of channel bed or W rA banks; and b)AII previously constructed man-made channels shall be analyzed by the use of a ten-year j) Q) .17) 0) Q) storm to verify that stormwater will not overtop its banks and by the use of a t -year storm to demonstrate that stormwater will not cause erosion of channel wo bed or banks; and c)Pipes and storm sewer systems shall be analyzed by the use of a ten year storm to verify that stormwater will be contained within the pipe or system. Of existing natural receiving channels or previously constructed man-made channels or pipes ore not adequate, the W < co 0) 00 00 0) C\2 CC) 0) applicant shall: 1)Improve the channel to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel bed or banks; or 00 00 00 0 -5 Q00 0 U000 Q0 00 Q N 00 C\2 0) 2)lmprove the pipe or pipe system to a condition where the ten-year storm is contained within the 00 0 000000000 0 000000 00 0 0 0 00 appurtenances; or 3)Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm to increase into channel or will not cause the -development 0000000 U0 0 0 o0v000,0000 00 00 0 00 00 00 00 00 0 _V a - 0 000 0 IT,, when runoff outfalls a natural pre peak runoff rate from a ten -year storm to Increase when runoff outfolls into a man-made 0000000 0 00-000 000 00000000 00 006 0 F 4 channel; or 4)Provide a combination of channel improvement, stormwater detention or other measures which is 0 00 0 0 00 0 F- satisfactory to the plan -approving authority to prevent downstream erosion. d.The applicant shall provide evidence of permission to make the improvements. e.All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the 000 0 0 0 5T 0000 0 V) 00 subject project. . ..... 7� , 0 0 X (�:� CN 0 f.lf the applicant chooses an option that includes stormwater detention he shall obtain approval from the locality of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. Prop 1&uxal Tap�. bg FC6A w w w W w ___L: w W w w w w w 7t ou Q p g.Outfoll from a detention facility shall be discharged to a receiving channel, and energy dissipoters shall be placed at the outfoll of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h.All on -site channels must be verified to be adequate. Oncreased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to 0 A a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. individual lots in industrial j.ln applying these stormwater runoff criteria, or parcels a residential, commercial or development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations, 5 26* 5,CY 12" W 41ro.35' k.All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the stote� (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) E > E- FROFOSED W�41TE DO�3WOODS Z 04 E- U) >--I (2-1/2" CALIPER) 57ALL AT <:� E- �D E- Erosion and Sediment Control Narrative ProJect Qescri�2tion TIME OF PLANTING - 10 TOTAL 0 Z �4 �D C) Sediment Trap QlculatiorJ5 The site is located on Imboden Drive in the Baker Lane Industrial Park This project will result in the development of a warehouse and FROP05EID BOXWOOD5 E- U 2 acres require6 1'34 cu.y65 per a cre 200 au = -1230 cu ft parkine, Existing Conditions The site- is currently a wooded lot with slopes reaching up tp 209., 4' 3' TALL AT �?,- UW Z :1 <4 �:: A Land DiSturbaniss Fermit will be required before an� clearine ma� tal<,s place, yde A "ditch" is located along the western line, TIME OF FLANTING - 14 TOTAL �4 + 20,000 cu ft provided property Soils Z 124 Z The soil conditions were taken from the USDA Soils Survey. The soil on C) f2) 1992 CRAVEL MRP 1ATLL7 SETIMA'NT F,'/ L TfiR P/P/,,' OLITLET C0NV17'10.N-' 3.18 Mi:-,7Rt11rCT1'01V OF A 3=1' STONE CONSTRUCTION ENTRANCE (Iff.711-10UT TFIRE' St,"PPORT) -ET 'M 7 -,.A -CAV4rF 4' TXTNr t S 6 _F � n - A It!, .M CULVERT INLET SEDIMENT TRAP this site Is (41C: and 411D) Weikert-eerks channery silt loams, these soils have only a slight erosion hazard and is primarily shale. Erosion and Sediment Control Measures G E CON15TfRUGTION ENTRANCE E- W M Q4 UPSIDPE ALOW� TEE 10F OF Ff pumnKE MPH _F3, CLAW X RF RAP 1) In -stall silt fence, 2) Install Construction entrance 3) Install sediment trap. 5ED It"IENT TRAF Z C E- Id PIPE 00,11ft ARFA WiTif 141) SI-D-E. ELEVA.TION I o kim F�111ZTVC 14A INF!� _T_ Jill HEQWAUL i PlIPE 4) Install inlet and outlet protection, Permanent Stabilization Once construction is complete, the areas of exposed ground will be 5ILT FENCE �T4 0 1.-4 IIIA.N VII`W I covered with a minimum OF four inches of topsoil. Fertilizer, seeding, F5 F E "'IANENT 6EED ING vt I A� 10, Rim 2- 3TAPLE FILTER MATERIAL SACKFH1 AND MUFAC7 VD0T #3. #W7, OR SlOft"GEAREA COARSE AGGREGATE and a blanket or straw will then be added- 5tormwater Management r I_L_ - �2 1 STAKE9 AND E-7. rND THT, FX S011, F ',A-i�A%F4TEL IT MO TIE TRENCH, The stormwater maneement For this project will be in the southwest IF INLET FfROTECTION C, 0 rner of the lot - GRAVE1 F LrER 'ECTION A A WA! " N' GPEWE 1 11 W,1TWF 1-QA1I;ACiE WR S in 'STORAGE REOUIREMOM IDOMWILENT TO INAT OF TEMFOIRMY SMMENT TROP. SM. & SPEC. 3.13 67 C.Y./ACRE WET STORAGE Ma Interlance Program 1. The contractor will Inspect all erosion and sediment control measures OF OUTLET FfROTECTION (SUM BASE OF SMNE) PERSPECTIVE VIEW after each rainfall and at least daily during a prolonged rainfall. Damaged A OF AW ErRU,1� WIN PLAN VIEW 67 C.Y./ACRE MY SMRKOE (11ASE OF SOME TO TOP OF STONE WIM) FVE INVERT and/or deficient areas will be repaired or improved immediately. < NATURAL GROUNI) RPW HI 2. Furthermore, the contractor will make a daily review of areas OF con- struction activity to insure erosion control effectiveness. Additional Seeding schedule 1. op5oi wi e sprea at a minimum of ept OF 4", 7 7 1% , 5 _: I,� FWW L ALLATION AREAS TO BE DISIURM 6 4:� measures will be installed immediately where dericiences are found. 214 "ulverized aericultural limestone will be incorporated DATE: 8/6/98 VIA CQNCPFTF (,kJ1TE1_J _12,4 N, k"If-311, FILXM CLUTH�" SECTION A -A "FUMSPFC-DINIF (Cur. nLLED. ETC.) , R_ 7 i)\ 3. Permanent erosion and sediment measures Include the establishment 0 f grass on exposed surfaces disturbed in the Construction process. Into the soil at a rate OF (E!J2 lbs per 1000 ef. 2 tons acre Vqw 4. The be half per 0 SPECIFIC AP)ILICAIION ...... A A V FL= sediment trap will cleaned when the sediment reaches one of the required wet storage capaci4 5. The Frederick County Works 3. Fertilize with 10-10-10 at a rate of 23 lbs per 1000 sf ( 1000 lbs per acre SCALE: 1"=20' Public Department will retain the right to add/ 4. Seed mix will Consist of &19. <entucky 31 Tall Fescue TWS ML`TIIOD or im.hx PROTECTION IS APPLICAI1LX AT CORD INUAY �FXTION 4 TO VIDOT a W7. OR #5 COARSE AGGREGATE or modify these erosion and sediment control measures during the deelopment and 33% Red Top Clover. DESIGNED BY: O(Aes WHE'Rr, PONDING IN FRONT oF T!IE STRILITTliRk Is NOT UKEUi STRUCT-CRES AND UNPROTECTEb 114CONVENIENrE OR DAMAGE TO ADJACENT .1-NIIN IJNIVI; MAV Rl: RIPRAP C11DUTIED RHIN.%[', IW1111.14 VM� SEDIMIENT DEFn4 (CLEAN OUT POINT) AT 1/2 VOLUME OF WV SrORAGE AREA process within reason, to Insure adequate protection to the public and en- 5. Straw mulch will be applied to all seeded areas at AREAS ' IWE�l Ok VIINCRI�11 I., 1- 1111 IV.NC;Til (11 'NO RIPHAP APROX A� m.,s im, SHOULD VIE POINTS A L Z FUCTI'loP tjjj�tj,[ POINT 13, vfroment. the rate of 3500 lbs per acre and anchored with cut- JOB NO. 2183 GRAVEL SHALL BE VDOT #3, #357 OR 6 COARSE AGGREGATE t'SIN, I It . rEs 3 1 K 3 441) 1 1 H I .1 d I r, T %IVS 111C MAMMUM FIX111r. ULAMr.uw twr \,,I SECTION 8-13 DIRKINAGEWAY FNS7ALLATION F (, RONT ELEVATION) ELEVATION back, or emulsified asphalt applied at a rate or 200 "IN r INCRES -saQU; kAlmv Im 1—* iW24�; A, X311 SOURCE. V40RTH CAROLINA SEDIMENT CONTROL COMMISSION PLATE. 3.08-2 gallons per acre. SHEET 4 OF 4