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Home My WebLink About35-99 Branch Electric Supply (Westview Business Center, Lot 9) - Shawnee - Backfilea CD cn m m M m m iri 00 Q, ai CENERAL NOTES VDOT GENERAL NOTES LECEND VICINITY MAP is Z EXISTING INTERMEDIATE CONTOUR - -- - - -- SCALE 1 "= 20001' cc 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 ate" "" - 330 --- -�-' """`" ■ A County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion COS and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 �x% W 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 _ 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 _ relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX e4G CITY 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP eaG UJINGNESTER (VDOT) and Frederick County prior to construction in existing State right-of-way. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, PROPOSED CURB AND GUTTER CO by VDOT is CG_6 TRANS. CG-6R .Cq��1-1 4. Approval of this plan does not guarantee issuance of an entrance permit when such permit shall be in accordance with the current edition of VDOT's work area protection manual. p TRANSITION FROM CG-6 TO CG-6R � �' required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's �� 5 62 00 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 ~- -- T - -- --`' T 3 0 co cat with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE F �j// (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP Z ' C, 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 ___� - �- _ _ __�_. 4i0 oCX W LO Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Prior to initiation Contractor be for VDOT PROPOSED STORM SEWER 15" RCP ip W ti a; 0 of 0 o of work, shall responsible acquiring all necessary �'� 4 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. P6. 0 ,`o representative of the developer must be available at all times. EXISTING SANITARY SEWER 0 a� >< 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 CL ■ LO� a�� E• w Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE WESTVIEW 5USINE;55 0 contractor, various County agencies, utility companies and VDOT prior to initiation of work. 'a CENTRE 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE �� i,�- 0 o embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for (Y ( O `s W P 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE f 4 o k than 6 will require revised pavement section prepared by Greenway Engineering and approved by tine owner. inspection. PROPOSED GAS LINE ,' 0 O W 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 LL wincheat , Airport �. LN on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE �® p" in accordance with the Virginia Erosion &Sediment Control Handbook, Sec 3.02. g FLOW LINE ; Victor Lane ,q jr �, y 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 2 �6 be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING FENCELINE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE �q� CJ f TE one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during} and at the end of construction. EXISTING TELEPHONE POLE _ 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE - Independence Drive 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 T ° Z condition at all times. o_ 14. Notification shall be given to the appropriate utility company prior to construction of water and, ior sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT 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 PROJECT INFORKA TION sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE �" F.A.R. CALCULATI❑NS: 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 ® standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER --` PARCEL IDENTIFICATI❑N NO, TAX MAP 64 ((A)) 15SR REQUIRED: 16, The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER W STREET ADDRESS: 1.0 TOTAL contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed VI 3. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROVIDED: 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 TOTAL AREA: 2,50 ACRES022 AC. 5LDG./2.50 AC. = 0,0S 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) -� - f?�-- :=�-�' PROJECT AREA: 1.50 ACRES of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT _ ~ DISTURBED AREA: 1,60 ACRES GROSS FLOOR AREA 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 STANDARD RAMP CONSTRUCTION CURRENT Z❑NING: M-1 WAREHOUSE = 1,200 SF result of his construction project within or contiguous to the existing right-of-way. p j g g g Y• Road and Bride Specifications. A co of all tests shall be submitted to VDOT prior to g P PY CURRENT USE: VACANT 18. When is within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 PROPOSED Z❑NING: N/A OFFICE = 2,400 SF w grading proposed PROPOSED USE: WHOLESALE DISTRIBUTION TOTAL = %600 SF must be provided to Frederick County prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. TEST PIT LOCATION SIGNS: PLACED ON BUILDING A 19. The developer will be responsible for the relocation of any utilities which is required as a result of his BUILDING SETBACKS: REQUIRED PR❑VIDED OUTDOOR LIGHTNING: PLACED ON BUILDING 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 �- FRONT: -15, 16.0' OUTDOOR STORAGE: 3,390>a OUTDOOR shall meet VDOT minimum design standards and is the developer's responsibility. SIDE: 25' 26.0' STORAGE PROPOSED 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected REAR: 25' 234.3' in accordance with state law. In the event gravesites are discovered during construction, the owi� and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 ((ONLY EQUIPMENT AND MATERIALS DIRECTLY engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE ° ° " PARKING SETBACKSi ASSOCIATED WITH THE PRINCIPAL USE OF THE acceptance of work. Unit and total prices may be obscured. FRONT, 25' 342' FACILITY ARE TO BE STORED WITHIN THE 21. The contractor is to verify field conditions prior to and during construction and notify Greenway a=ugineering SIDE: 5' 25.0' ]DESIGNATED AREA ON THE SITE PLAN.) 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 _. REAR: 5' N/A BUILDING HEIGHT � 22. �� " Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an basis. i= MAXIMUM = 60' 0 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered pp Y Y g and results submitted to Frederick County prior to pavement construction. If a account receivable PROPOSED STREET NAME SIGN -�- j LANDSCAPE CALCULATI❑NS LANDSCAPED AREA: PROP. HEIGHT = 22' INTERIOR REQUIRED: REQUIRED: 25io LOT AREA = 21,225 SF professional engineer V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT geotechnical report has been prepared, it should supersede the requirements in this note. SANITARY MANHOLE IDENTIFIER O 1 SHADE TREE PER 10 SPACES PROVIDED: 17,646 SF 12 SPACES/10 SPACES = 1 TREE PARKING CALCULATI❑NS 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating >0 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 12 O GREEN AREA = 596 OF PARKING LOT REQUIRED: 59. OF PARKING LOT = 314* OFFICE: I SPACE/250 SF in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 2,400 5F/250 SF = 10 SPACES C' EASEMENT LINE - - - - - - - INTERIOR PROVIDED: UTILITY CONTACTS FIRE MARSIIALL'S NOTE I SHADE TREE WAREHOUSE: I SPACE/EMPLOYEE CENTERLINE - GREEN AREA = 395* 1 EMPLOYEE = I SPACE =1 1.4 > Fire lane markings and signage: EXISTING SPOT ELEVATION 12,0 TOTAL REQUIRED = II SPACES 4 Water/Sewer: Frederick County Sanitation Authority PERIMETER REQUIRED: PROVIDED: E- U P.O. Box 1877 Winchester, VA. 22604 An y "No Parkin " signs and yellow painted curb locations will be installed g g y p PROPOSED SPOT ELEVATION X 125 I SHADE TREE PER 40' OF PARKING LOT 12 SPACES � W ,-, q W Q4 E (540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE ``~ `""` "'"` ` ` ` MJ " �J"� PERIMETER = 121 /40 3 TREES w U � � ft'+ PERIMETER REQUIRED = 3 TREES HANDICAP SPACES REQUIRED: ® O Phone: Bell -Atlantic-. EXISTING TREE L- , II fr 15 OAK , 15 PINE PER ADA = I SPACE Q U P.O. Box 17398 Baltimore, MD 21297 APPROVAL BLOCK �r Ir 3' BARRIER BETWEEN R/UJ AND PARKING LOT HANDICAP SPACES PROVIDED: w w (301) 954-6282 OAK PINE PROPOSED TREE P" l`11 PERIMETER PROVIDED: ACCESSIBLE) 1 SPACE (VAN > O Power: Allegheny Power MISS UTILITY 1-800-257-7777 3 SHADE TREES � W P.O. Bo x 1458 APPROVED BY THE ZONING ADMINISTRATOR 3' EVERGREEN HEDGE NOTE: ONE TRUCK DOCK PROVIDED � Q Hagerstown, MD 21741 AND ONE DRIVE-IN DOOR PROVIDED. M M W 1-800-654-3317 INSPECTIONS DEPARTMENT NOTE: W 04 Gas: Shenandoah Gas Co. �^ /� 1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 304.0 USE GROUP B (BUSINESS), 311.0 USE GROUP S (STORAGE) AND 313.0 MIX USES OF THE 50CA NATIONAL E P.O. Box 2400 / Winchester, VA 22604 BUILDING CODE 1996, OTHER CODES THAT APPLY ARE CABO/ANSI Alli.l-1592. W (540) 869-1111 SIGNATURE DATE 2. ALL REQUIRED EGRESS FROM THE BUILDING SHALL COMPLY WITH A.D.A. TYPE 2C. 3. USE GROUP B, CONSTRUCTION FCSA CONSTRUCTION NOTES TRIP GENERATION DATA FREDERICK COUNTY COVER SHEET LT o a 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD ADDITIONALLY 710 GEN. OFFICE 2,400 1/24.39 SF 98 Project Nave: j� �j IProject Number: 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. c� MICHAEL Sqq. KLE 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE •0 LIFIS Plo. �0., I �l 1-T ELECTF,1ClL - 2 3g� AUTHORITY'S INSPECTOR. 150 WAREHOUSE 1 3.89/EMPLOYEE 4 031162 Magisterial District: Date of Plan: (Month, Day, Year) 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER cS'S, jONAL METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY 102 ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF TOTAL 5I4,411INEE DISTRICT JUNE 25, 1g99 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE Owner: Address; Including Zip Code &Telephone No. I11 S. CAMERON ST. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. y� SHEET INDEX GEORGE W., JR. 4 C.4R®L�N G. GL.,4IZE WINCHESTER, VA 22601 DATE: JUNE 1999 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH 05,40) 662-505& 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, 1855 SENSENY ROAD DESIGNED BY: MSS 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 1 COVER SHEET IN THESE PLANS SHALL BE APPROVED BY BRANCH ELECTRIC SUPPLI' CO. UJINCHESTER, VA 22602 CHECKED BY: MSS 2 SITE PLAN THE ZONING ADMINISTRATOR PRIOR TO (301) 31B0-4202 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 3 SANITARY SEWER PLAN AND PROFILE CONSTRUCTION. Engineer Certifying Plan: Address, Including Zip Code & Telephone No, 151 WINDY HILL LANE 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR 4 DETAILS 5 LANDSCAPE AND EROSION i SEDIMENT JOB NO. 2394 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. CONTROL PLAN C REENUJ,41' ENGINEERING VA 22602 IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. (1540)E 62-4TER, ('540) ro62-4185 SHEET I OF 5 LOT 64 41, REY15EO TAX F4RCEL IN, 4 0`A,))- 15 eN 5,000AC ZONE.- /-I- U6E, VACANT k 617')5 FLAN 5U0P-11TTE,[7> .16NE /999 7" I r__4 N/F CqAFLE5 RICKET75 TM LOT 5 I 0>5,e95 PCs.PCs.215 * V_�/ '30 7AL,) / PARKING SETBACK---- U5E, INL)U6 TRIAL.,, 1> N LoO A m V3 m 141��f m CA ID zD 't4 I ��, Th N N- Tn rn (p Tn c3o rn tt Z EX. POWER POLE To BE RELOCATE E><. 014E 1� Iq I STD. CG-11 ENTR, Z_ PROI`:3' '(0 f=>vc W/T�" N/F UJ1NCkE57'E)R 77-f & 4 - A -000 0,3.663 PCs. 762 ZONED: /-I- I USE: COt-"EiRC1,4L1/NL7)U6TR14L 1 6— P-RI '%" F_% I ". I A GOP 50' RIGHT-OF-WAY NO POSTED SPEED LIMIT Lu 0� GEC,)ROE W. JR, 4 CIA1 04 CAROL M (::, GLAIZj�7 LOTS' TrI .4 - ((A))- 15 90 N/F BANDIT <4RT3 1340i�7 AC l I II LOT 7 m ZoNj5o. M-/ 77-1 64-A-159"011 M VACANT F(ro. /766 ZONEO: m- U3E. BU51NE56 z —7- 4) 1(05 -A 411 SAN. L,4T. PVC 5DR 21,, 6 2. 0 EXTERIOR DOWNCAST LIGHtING (TYF.�J � , b'o' e04 17�__\�f 71- 144 TURE ENTRANCE' W `- o IRS 7i 5533' EX. POWER POLE TO BE RELOCATED N/F OEARIM:z BEVE124C7E 71 & 4 -4 -00E L;I,B. &33 )=6r, 304 ZONED: /-I- / USE: VACANT NOTE: THERE ARE NO STEEP SLOPES, WOODLANDS, FLOODPLAIN5, WETLANDS, SINKHOLES, STREAMS, DRAINAGE W,4Y'5 OR OTHER SIGNIFICANT ENVIRONMENTAL FEATURES ON THIS SITE. NOTE- 1. FINAL LOCATION OF CG-12'5 TO BE DETERMINED BY VDOT FIELD INSPECTOR. 2. ENTRANCE TO BE BUILT TO MEET OR EXCEED VDOT CG-11 STANDARDS, 3. EXTERIOR DOWNCAST LIGHTING TO BE HU55ELL LIGHTING WALL MOUNTED NRG-3IX SERIES OR APPROVED EQUAL. 4. 6TORMWATER MANAGEMENT FOR THIS SITE 15 SERVED BY TWO PONDS PROPOSED UNDER OTHER SITE PLANS (SEE BELOW). THE DESIGN OF: THESE PONDS ACCOUNTED FOR FULL DEVELOPMENT OF THIS LOT, THEREFORE, STOFZI'1WATER MANAGEMENT 15 SATISFIED FOR THIS DEVELOPMENT. N200' 12.0' 00-12.0' ro EX. RTE. 128 TAFEIR A x i F`VMT. SECT- MILL 112"xl-IP,." m m TIE IN[ JOINT VARIES -U NOTE THE BUILDING MOUNTED SIGN AND ALL OTHER SIGNS SHALL cc CONFORM TO THE uj REQUIREMENTS FOUND IN THE ui FREDERICK COUNTY ZONING ORDINANCE. NOTE. ALL PROPOSED UTILITIES SHALL BE LOCATED W cv UNDERGROUND. 00 c\1 co co cc LO 0 to c\j ui(t Q) Lu 0 Q) 0 k**v 0 U411� EXTEND 21-5 I' BEYOND EF/ BACK OF CURB PROP. PVMT. SECTION 1-1/2" - 5M-125A 3" - BM-25.0 0" - 21-5 71 FIGAL 5ECTION VIG70RI LANE RTE. 120 NOT TO SCALE 30 15 0 30 ro #1 mmmmol SCALE: I" = 30' 06 W1 E e4o'NI T 11 MICHAE tICKLEYC" LICEN E No. 03 ' 'S162:�R'� IONAL m O V >0 Mal E- (D E- E- > Z Q-,- E- Co � W Z W� �D ja QQ Q Tom^� LLI > E- z 4 DATE: JUNE 1999 SCALE: 1" = 30' DESIGNED BY: MSS JOB NO. 2394 M SHEET 2 OF 101 I "f --lead - - a^ Aga 92 -- -. AL Alk �f I ff ,� 11 , J1 / zoo VO anu++rJi ,+ � � • r � ., \\ � \ �.� � `\ t � f f- _ -- -4v�� I. , `"� •�, +^ '•~ Tom,. `~ '`. 4 ~�`'� ��. +� ,,,.,. m`�"' •,T� � / f �' ._..._,•` ...--' � . 1 '"' � J' „� ^"� ~,. 'e � � y ��` J �(A � �...,.... .. .... .J ./" ._._-^"........•' .- ./"' tea.- ......• .. _ I 1 / T U Y U 4l ch cn 0 Q 00 Q 3, ol L Q) N C ry Q1 C LiJ Q U ry L U (3) w L U C f0 L m V Ql m Cu it --- --- --- -- 5CA!_E. I" = 50' uj W C3 z W 0 co Lo It CQ cQ -.4 It CD C\2 CD Zx I �C\2 W a� W �Lo Q�Lo rn rn O 7QP,"r3C� r �> o w tr, w MICHAEL .. 'I LIC NS No. k031162 IONAL .�.� ■ 0 0 >E IL O � E- W X, E- 1D U) O a �V 1 � ^ z w4 lil J w �� W> z w v z a DATE: JUNE 1999 SCALE: Hl"=50',Vl"=5' DESIGNED BY: MSS JOB NO. 2394 SHEET 3 OF 5 04. ROCK CHECK DAM 5TONE CONSTRUCTION ENTRANCE trench width ti{` as aired 6" do. schedule 40 f I � SET TREE LEVEL AND PLUMB --STRAIGHTEN AFTER SETTLEMENT IF REQUIRED. SET TREE suet pipe railed with;:''3' ! WITH TOP I/$ OF ROOT BALL ABOVE FINISHED 2 ACRES OR LESS OF DRAINAGE AREA '10' MIN. .' concrete and pointed i CsRAPE I/' EXISTINGUJ { 21 :t 4 - UJ . ENCASE WIRE AROUND TRUNCK IN BLACK '�' PAVEMENT RUBBER HOSE. SECURE AT HEIGHT ABOVE g 18' cliq ►' 6 FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE 6 concrete encasement^- - 3' "''j REMOVE TOP 1/3 OF BURLAP AND CUT ROPE OUNTABLE concrete pad i'-6' sq. x 6' Beep —: 3 concrete AND/OR REMOVE WIRE BASKET FROM BALL FILTER CLOT " FILTER CLOTH 6 MIN• A BERM (OPTIONAL) thrust block BOLLARD DETAIL # ap Y WIRE 012 GAUGE (OPTIONN= AL) SIDE ELEVATION z (DOWNSTREAM VIEW) W EXISTING 10' MIN. CD to direction of settingto be approved prior to installation 2" DOUBLE SHREDDED HARDWOOD GROUND pp screw, type -_-_- _-__-__ adjustable vow -- -- -- --- B WASHRACK 10' MIN. CC�2 "t box , 36' min. 3" SOIL SAUCER (OPTIONAL) '_1I I VDOT �1 I � _ �0 os required ___.._ concreCO te pad 1'-6' sq. x 6" deep i 3 STAKES COARSE AGGREGATE C: ' � EXISTI aA I rn �2' min. - 6' max. t locator peg o main —III = BACKFILL 17 12' MIN, PAVEMENT i—� - I II I II I II II I Il III i /LIGHTLY COMPACTED SETTLING MOUND FLOW _ 3 � screw I I SUBGRAD£ POSITIVE DRAINAGE W �' O N 1 stone to be minimum ° of 6 above of Dose odjusta le z.> f:SEDIMENTfn O valve box ��10' MIN top VDOT M COURSE B t0 ■ p i AGGREGATE �.Y O locator peg TYPICAL PLANTING DETAIL-- EVERGREEN TREES TRAPPING DEVICE �— a Lthrwt 18' to P4' 8'x 8"x is'sofd black (NOT TO SCALE) MUST EXTEND FULL WIDTH OF _AN VIEW f bbck INGRESS AND EGRESS OPERATION Pl� r0-t � E) � ....:•,.. " fi t. _ gar valves 12" and k,rI 2-I0 ACRES OF DRAINAGE AREA — f/J rA mechanical joint 12' MIN. ':Ji:.• swivel tee with RUBBER NOSE 6" branch 1~ � N O GUY WIRE 012 GAUGE 3' N GATE VALVE 3" MIN "" FIRE HYDRANT ASSEMBLY Figure 8 TURNBUCKLE FILTER CLOTH 3" MIN. 0 � Figure 9 (OPTIONAL) I W U) TREE WRAP WITH 50% OVERLAP j� srxr J5�fs r soon 4nlpar ay (DOWNSTREAM VIEW) FILTER CLOTH ay,a5Apol° ear sr,aw.fd FLAGGING TAPE ON EACH WIRE SECTION A -A D.r 4s t= ew «bow 2 2" DOUBLE SHREDDED HARDWOOD M id slay POD � MULCH/3" SAUCER PLACE TOP I/I5"0F cost Iron cleonoul cap with brass plug �H ;` ROOTBALL ABOVE FINISH GRADE VDOT �01 R h°viW a countersunk square head *` t r f v +1 �. r .-+ ! .:s s° COARSE AGGREGATE Panel a Model PA45V-CSK (4) i 1 r . - 3 STAKES Ponella Model PABSV-CSK (6') ' . it ® •° y '� •�_ _ , 4 nni*hod ode 'a ` — _ BACKFILL ? • ' tz FLOW / 3' - "� ROOTBALL-REMOVE TOP 1/3 OF 0 square concrete did pad ye te/5 D.s •l+ - BURLAP AND CUT ROPE AND/OR uex4 I II I IIIII I I -I II I I I —_- REMOVE WI7� BASKET FROM BALL REINFORCED CONCRE SECTION B-B DRAM SPACE 20 x 20 x 1Y seep ••n� g _ _ _ _ LIGHTLY COMPACTED SETTLING MOUND CLASS I RIPRAP trl I I I aggregate bole ` r I I-1 I I —I I I I I I —I I I_ w ( depth 3") ti -III—III—I I —III —III —III E5D_31tD_I E9D_ a �: 1 I —III —III —III —I 1 I —III 11 I —III —I I I- I le deonou pipe..._...-_.__, 4" VARIES 4" 6ILT FENCE IN5TALLATION contra �� k1 I. SET THE STAKES sewer 2. EXCAVATE A 4" x 4" TRENCH w1°a ,a b°°" TYPICAL PLANTING DETAIL-- TREES OVER 1-1/2" CALIPER UPSLOPE ALONG THE LINE OF STAKES. TFMEI (NOT TO SCALE) t� 6' stone bedding e •,� + `0v — I I I I��II theosed Yr ; itNh �I i.ti tap 6 paFfed gr»n NOTE :hew Ialgth of service lateral to exceeds 75' :hew assembly shall be furnished at the x 4-� d Z� NV\ I I = t4o property line. V" — — _ II II _ I one• cu D tsl tf down = I V e- f • J Pv,tveaads ro if of III of ti v U,+ +1 f Pqq `•"+ urn Cb'v lrupflryt Jdd mdrn.e d roll telsrf O rrs,v. all+gllrwd.. I I '''• •pv., C o.o I `----� >� °�"i cc • � vor.J'Yln 3. STAPLE FILLER MATERIAL. 4. BACKFILL AND COMPACT THE ?. - - Pay one cc Q vor.wldfA sldr..all c°"'r' /' o TO STAKES AND EXTEND 'IT EXCAVATED SOIL. or SldMarl Sr--o o�;• I o. o. o 'r rwetssob's _ / s1 � INTO THE TRENCH. MICHAEL TICK Y var. YIn C"frfcilan Joint Par Unit IZ SEWER CLEANOUT �a 1 �J IG� Figure 17 GRAVITY SEWER SERVICE LATERAL sror. —i men ~0"A LIC NS No. Figure 15 -6 0 -_ -s O� 031 162 I ll'K'AC AtffltNAlE lIAIxH PLAN — ;let,TER BOX n,--d f�f,,jF(1 s VAf USE Ar Ar'PIK-AgIE SIREEr — METER BOX (See Note) METER BOX COVER - C C CG-II Rf47L�a , //Zct C•pNNECIpHS AND CbuuEfrC1AC •r-o-ClmnwrdorErrrorts YlrYnvvrr�� Caicrdl E,vfn,ulCf S. INeoy Truce ►rolfrc "Iclpdfsd I Sv A � CC-7 RADIAL PLAN con s r%y' lee Sroroad CCf) J se/2t1Jr0 I I I I ION L 18 In. Did. Non -Traffic M32C-PW Radial combination n -- Traffic A32HH - T \ \ curb and gutter 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Ud) \ — — Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) r - - - J - - ��- J J� for mistade — I --6v Yln _sO ttlnfhacUot Arlr" t• a _ _ t I o� I ;•- ►- T T fop- � Note: 1/2" thick polyethelene plastic 30" deep.,000. a, ` E ©yd,.lrmA ; SHEET' FLOW INSTALLATION ■ (vertical crush strength shall exceed 3000 pounds) I " a I j; !reared of ed with \ I e o Sfdesrvfl ar '• f, b d '� 0 0 00 op Pam blue * s o vl Sldnwrt 6- s- ' '�� t•'"- , (PERSPECTIVE VIEW) Radius to be as \ - Ito ! vacs � u oa:. Co..e00000 meter cover shown on plans H - -- -- o • o • e• set 2" above a -�— I_ _ u _ _ 1_ _-- / o• �o�o• e ? Store IF./ Yd dnvm fin. grade prior A grie7 as required to soddirq 1p �� I al v I I a 1 TT Tf� Street approach same I ° O r2 R _ co ration I ' —• surfacing as main line I /i-�--t TANGENT PLAN s'o _ ISOMETRIC �sto 18•-21' meter by F.C.SA roadway m - L :' VIEW P 3" stone bedding meter box _ w c 1 surrounding box I I ------- — _ J n t o d 1 i 1 e angle c>0 heck valve o'o .a : 1 I'R' • Pw/pe Srd.CGJ CT; r q ufed. 1JOIES I 36'min. with drain vole o ° . - 1' 4' kf Ira m/dnvm ILrD rVVlr�yr Ilay to to foss A 3 C7refs f foss A� r/ KVSU wr Ih Jnpf a fl lad IAsa DI 4 8"min. ogle yak I I Expansion Joint a N ~ a-` II a • - , -- Stdewole Aryl repvf,einti to ddstoDls »nrrlT n,f riP mve•lry f1, 111 width cI !Pe rani flour Irorw floc 4 to FLOW TI valve U - e 0 - Iwtih a wllhxA dAfsr Sfrlps ocu" o f2/ figs accost d cost In prove! rrr d✓a`ade wdrdnp Stull to praldrd 0 on to, asol ogprpurs - �-- �. ° e•' •.- _L 06-�- - fldsft flow stufffaArrceed a mtt6rtml store d 12J. w v , _ -- am - type K co r E < ° e. • ' Sre.CC 2 I - I' ! _, ._ _1 flared l/des d cvb rur,C to Iw poured moul,frfml wgh r flay a f A �: - _ - _ Tne bosom c she curb and Dr 17C6 --� _ { h a'r� ti' W ^D r+r' tubing continuous �- E /------•---- BJJi Yoe m'lsddecosfructlm dnwhnr I without 11d�ts from 2 (t, Mom line roadway A m //i ----- gorier may be -anshucted / { — / sstd, sal Airy. . l (_ I- wat.f main to meter Q u I parallel to fhe slope of sub- d ro,ry flux IJ pa-otsf,hylf mrsf to provided for otxoftvrl at Uurad/ddrp florid main 6" stone bed�ng Note- Width "B" 2'-0" or as 7" y __2 surface courses provided a stairs inn be cvsf In pots after plormidif or pill retry floar.Pfecmf curt% wall ' I I- 0 shown on typical section. ^ ' o " minimum depth of 7" is r•OEII to 8E USED Wl1ENf IPit ENIPPANCE to class A-4. i I _I I I_I METER SETTING PARTS transition to meter HALF PLAN U u° maintained. gAprcµKff Arpouu IE TI,E runniNG IfegI furs ors N De Nay x ypoced I'cNrer N tweet along AJh aides or Its rant I I line meter a b yoke angle crock exporision setting os required This area may be concrete SECTION A- A nlrovincurNf S or ANOCIPAII iiiI rnUCA. flop-, Wd deph d raV Play. obis um cv t ref cuiI 1 %r'. — tf\ size e;n• neoge wM wive wheN garb gutter I ltAr f lC. -III--III of the option of the conlrattar $fleet Curb tDaW will be nrsulured Dro pall for of Its vo4tat Ifftcvl Par lllVrau/lc forted POINT .A SHOULD BE HIGHER THAN POINT B. 3/4 5/e-x3/4 Y502 W4-223W HHCA94-323TD-G EC-23 — 'S a ffii O 1I Lb�rds SldrI end E+weal opV,epurs srdewds. cmy�feM1lnpf". � E-t 1• 3/4" Y504 W4-344W HHCA9h3231D-G EC-23 This curb shall be used when design When combiration mountable curb °rd guller s I*nVssade Covfrbcrlot Speed is greater than 40 MPHon used, the Standard Entrance Gutters a Slandvd Notes Comb rurb &goner having a radius AxM 1• 1' Y504 BA94-444W HHCA94-444TD-G EC-4 ii Gutter line -Slope I2r lloelrtvm GnD/as0 old pfner sksro Irorvinou aid/omlld anD ra�f ors LchMed In palmed rrrd sue, T M o Gutter line Curb of Rural highways and 45 MPH in Comedian for Street Inter setlions are to have of 300'nr less Inbnq lace nl cur bl shall f,r nn6/curb erd paler. ✓-' Curb of Side Street Ins mountable Curb configuration incorporated be paid for n5 radial combination Curb 9 rN! iron Huy pre developed Urban and Suburban 9 ono - 'v1^'^"^^^^"^ y °„e, p«n,fd cv,fln DRAIINAGEWAY INSTALLATION �' to leak Ot Mom tine Roadway daa Mt>r, used rn con/unilm wllh Standard CG-J a COI, Il» awD /oa m flh Slardmd fs a.r areas. g r , r� INSTNIATON NOTES: sidewalk _ _ y N be mJ/u✓nd to ,ndcn rrn ,mfdode oft If coylPrmrm F+•i �C I :I ------- When this standard is to be lied into existing This item may be precast or cost In p'ace JDAcuefJttle,aAe is ddhxd of 4 cafL»uu Cut ndnips dre fo 1° rolvral of burn of III pans iy di ail, odes tN lie Etglrytr. U 1. Exact location of meter box assemby, - When used m conlunct:on wdh Standard CG- 3 barrier curb, the transition is to be made within SECTION 8 _ B (FRONT ELEVATION) rr l� to be approved prior to installation. or CG-7, the curb face on this Standard :s to ce �/'� �..J pp p 0 or the large in standards mode of regular coo. urnD'o Wfl,slode llrm and sfl,, ryJgr 0 Thy a,e N Af paldal of,dose f/off voter it r on oc -Whor raAe � Is $ Ire rlpfl d -t' a Irn1U d C• Is Jldewll foci fir I"ibg all asnlsids deito es d o way d d Ndh.vy 13tr crosses o MD r ril of ion cirr Stdrwo,t Is JfcIg. iJJ 2. Water service crossing street shall be y �,;;:T"� ��= .x aaluste0 to moron Ins moumoole curb conhqurahan opernngs. Concrete to be Class A3 it met n bete, o.o®' . I pxsed oapr •ova � � encased in 2" did. SCH40 PVC or - ="" `'' " PSI- °000 d accost frtuf v whre w li cf Odew,t w Od—it Itcl t Im con M 11 a:x:led,wr• ed oj, orrryascd it fxsny Ifis rY. o - ..... - o SECTION A -A , ryX twy my M dPsd ran PalutrlDn aaf,rous as l/wn on pans � ^ O M s -'.Fco r:.=: ; ,ram �t uteri fy means wllA rrodfly fnrnfr rt:e'xs. a as eh cored fy rrw Ergl,w.DA lra Ad nd DD lavrwf [lira vdirle stop ll,eJ. m _ % DD? u snow /f refs Irvn r E.fsllnp llplYnJrtJLe redra+s.drop IdorIxei Iffolro df» f p(mo ". v IT SDR21 piping. The piping shall run from 3/4" type K = = 72 m one foot d sidewalk, across the �M^ copper for •I q RAMP street, to one foot beyond sidewalk. single meter _ _ CURB RAMP 110 ct I "(11 installation 1x3/4wye'.,,,,. SPECIFICATION STANDARD CONNECTION FOR STREET INTERSECTIONS etfiM c, W� W DUAL METER INSTALLATION REFERENCE ss SPECIFICATION (PERSONS WITIi MOBILITY IMPAIRMENTS) 5u1 m COMBINATION 4 CURB 8t GUTTER REFERENCE 504 302 203.09 VIHGIIM 11EVMIMUII Of IHANSPORTA110H VIRGINIA DEPARTMENT VIRGINIA DEPARTMENT 105 Revised 5159G "T 5/8", 3/4" & 1 " METER INSTALLATION !, TRANSPORTATION TRANSPORTATION 502 — -- - -- -- '� iri Figure 5 20104 �l W AMENDMENT NO. 2 - APRIL 1997 W 03 AMENDMENT NO. 3 - OCTOBER 1998 a� W> 4" REINFORCED CONCRETE �v I"X4"X4'-S" SLATS, 2-FINISH NAIL AT 3000 PSI ONS i �TE T "T"F i CAL FAVEMENT SECTION LOP AND BOTTOM � 411 SUBBASE (21-A STONE) z Z"X4"X4' BEAMS, TOE NAIL TO POST NOT TO SCALE WIDTH VARIES CD WIRE MESH REINFORCING V.D.O.T. SEE SITE PLAN cc w 8 ROAD AND BRIDGE STANDARDS SECTION 301.04 v To 1/411 1 _ m (oil 4"X4"XS' POSTS 9 on o. 4•. 4 4 ' Q .I.. 411a V 4 4d 3" SM-12BA SURFACE COURSE I CLASS A-3 CONCRETE 5" .5" A11 ° /��/��/��/��/�/��. a" SUBBASE VDOT STD. GR-21A 4,_�» � BASE 21-A 1ss - w COMPACTED SUBGRADE =1 I I —I 11-1 11-1 I MI I I —I I I —I I I —I I I=11 :—COMPACTED SUBGRADE NOTES: DATE: JUNE 1999 (COMPACTED TO 95% DENSITY AT OPTIMUM — — — — — — (COMPACTED TO `3 i% DENSITY 1. PRESERVATIVE STAIN ON ALL WOOD. _ —III—III-I I ICI I�_I I ( III —III —I ro MOISTURE CONTENT, VDOT 5TM-1 METHOD) AT OPTIMUM MOISTURE CONTENT COLOR TO MATCH THAT OF BLDG. — — COMPACTED SUBGRADE VDOT VTM-1 METHOD) 2. FINISHED SIDE OF FENCE SHALL FACE m 2 rm (90% DENSITY) SCALE: AS SHOWN rn ADJOINING PROPERTY, IF APPLICABLE. _ N /� CI I I I GG t C III �/ DESIGNED BY: MSS on TRASH DUMRJ I E� FAD PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST �,�OOD FENCE DETAIL —I I CONCRETE JIDEWAL1< DETAIL LJ_J_ (NOT TO SCALE) OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED JOB N0. 2394 2 PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. FOR BOTH DUMP5TER ENCL05URE AND FERIMETER FENCING (NOT TO SCALE) PVMTSEct NOT TO BC -ALE SHEET 4 OF 5 X I f I ;r9i�� r 1 �4 r h �w Y CD - cn) rn m m cv m 0 m Q 3 ul CD rn m R, CD CD 01 w Q L � 4.f U CD L U L m rn m C' U) CD I -D VICTORY LANE RTE. 128 50' RIGHT-OF-WAY NO POSTED SPEED LIMIT 1 � r ; I , ! ,•I ~� , ,�'� , �'• EROSION/SEDIMENT CONTROL LEGEND NO. KEY 5YM50L DESCRIPTION 3Id2 CE �� EMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 O �� —�- % SILT FENCE sl= 3.O1 IP STORM DRAIN INLET PROTECTION 3.09_ ,.. D D TEMPORARY Qlti/ERSION DIKE f /" 1 ✓ ' n3.10 FD TEMPORARY FILL DIVERSION 3.12 DIVERSION t 3_I3 TEMP6RARY SEDIMENT TRAP r f i jT{ I 3.18 O OUTLET PROTECTION ' 3.20 CD CHECK DAMS I 333 'r ~ SO SODDING i 338 ,,-� O 0-0-0 TREE PROTECTION F / ....._._.LIMIT-S-OF-ELeA" i GRADING DRAINAGE DIvIx�EB _CRITICAL SLOPE 1 CRITICAL SLOPE TO BE SEEC'SED, MULCHED AND TACKED I / U11ii4IN 14pAYS AFTER START OF GRADING, ORAODDED AND PEGGED WITHIN p j l 1 J 14 DAYS AFTER-6TAFRT / If t f !'7T T-u f I fV if THIS SHEET FOR EROSION ,4ND 5EDI1"fENT CONTROL AND LANDSCAFING ONLY'! EROSION AND 5EDIt 1ENT CONTROL NARRATIVE: Z PROJECT DESCRIPTION THE PROPERTY IS LOCATED IN THE WESTVIEW BUSINESS CENTRE, FREDER?ICK COUNTY, APPROXIMATELY 2.4 MILES WEST OF THE INTERSECTION OF ROUTE 50 AND INTERSTATE 01. THE SITE 4REA IS 2.5 ACRES OF WHICH W APPROXIMATELY I.& ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE W CONSTRUCTION OF 2,400 SF OF OFFICE SPACE AND -1,200 SF OF WAREHOLSE SPACE WITH ONE LOADING DOCK AND AN AT GRADE GARAGE ENTRANCE INTO THE WAREHOUSE. Z EXISTING SITE CONDITIONS Z THE SITE IS CURRENTLY VACANT AND CONSISTS OF OPEN GRASSED AREAS. SLOPES RANGE FROM I TO 8 PERCENT THROUGHOUT THE PROPERTY. THE SITE IS ALONG A NATURAL DRAINAGE DIVIDE WHICH PRODUCES W c\2 RUNOFF FROM THE NORTHERN PORTION TO THE SOUTHEASTERN AND SOUTHWESTERN AREAS OF THE SITE. CD in co � 01 � ADJACENT PROPERTY Q N ao THE SITE IS BOUNDED BY RESIDENTIAL PROPERTY TO THE EAST, LIGHT INDUSTRIAL PROPERTY TO THE SOUTH AND . coo Lo WEST, AND VICTORY LANE TO THE NORTH. Irn I �>to Z x CQ EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL ER061ION AND SEDIMENT CONTROL MEASURES o SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM ;STANDARDS AND SPECIFICATIONS OF THE D R,� VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). CDHw STRUCTURAL MEASURES A CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE FROM VICTORY LANE. RUNOFF FROM THE01) is ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. rn o CHECK DAMS SHALL BE INSTALLED AS A FIRST STEP MEASURE TO CONTFROL RUNOFF FROM DISTURBED AREAS tic> ABOVE THE CONTROLS. o w� SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN Cl) DAYS AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL 6TA51LIZATION SHALL BE APPLIED TO ALL ZO AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (eo) MONTHS. , , TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH > AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING, w a' ALL EARTH BERMS, DIVERSIONS .AND SEDIMENT TRAP EMBANKMENTS AR'.E TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. w SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP [IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. Q THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ��A TH O AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. z DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDII"ENT CONTROLS. ADDITIONAL CONTROL MICHAE TCKLE,Y MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHIER ANTICIPATED CONDITIONS. IT IS THE ��' CONTRACTOR'S RESPONSIBILITY TC PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO p L v� CONTROL EROSION AND SILTATION. ALL M=ASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE 031�62No. VESCH. SSZONAL I MAINTENANCE ALL CONTROL MEASURES SHALL BE IN5PE,:.TED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND ■ RESEEDED AS NEEDED. 0 TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH 1PERMANENT SEEDING IMMEDIATELY Q E-� O FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO ,STANDARD AND SPECIFICATION NO. 332 OF Z � THE VESCH. � � > U) 4i 5TORMWATER MANAGEMENT ; THE SITE HAS A NATURAL DRAINAGE DIVIDE RUNNING NORTH TO SOUTH. THE WESTERN PORTION OF THE SITE O O W Z DRAINS INTO THE STORMWATER MANAGEMENT POND CONSTRUCTED WITH THE IMPROVEMENTS FOR LOT 5. THE U DESIGN OF THAT POND ACCOUNTED FOR THE PORTION OF THIS DEVELOPMENT THAT DRAINS TO THE FACILITY. THE W E-+ E- �D Q COMPUTATIONS WERE VERIFIED AT THE TIME THIS PLAN WAS PREPARED. THE EASTERN PORTION OF THE SITE Q O U DRAINS INTO THE STORMWATER MANAGEMENT POND DESIGNED WITH THE IMPROVEMENTS FOR LOT 6A. THE SITE U PLAN FOR THIS POND HAS BEEN SUBMITTED FOR REVIEW AND HAS NOT IBEEN CONSTRUCTED. THE SITE PLAN FOR Z W LOT 6A WILL HAVE TO BE APPORVED PRIOR TO APPORVAL OF THIS PLAN. CONSTRUCTION FOR BOTH LOTS �, SHALL BE SEQUENCED SUCH THAT STORMWATER MANAGEMENT FOR THIS PLAN IS PROVIDED AT THE TIME W Z �D (1; CONSTRUCTION BEGINS ON THIS SITE. 12. W pa SEEDING NOTES: Q w W � > TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4" PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE z W OF 92 LBS. PER 1000 SF. (2 TONS PER ACRE). I. FERTILIZE WITH 10-10-10 AT A i2ATE OF 23 LBS. PER 1000 SF. (1000 1L56. PER ACRE). 2. SEED MIX SHALL CONSIST OF 6-1% KENTUCKY 31 TALL FESUE AND 339,G SERICEA LESPEDEZA APPLIED AT THE RATE OF 120 LBS, PER ACRE. 3. STRAW MULCH SHALL BE APPLIED TO .ALL SEEDED AREAS AT THE RATE OF 3500 LBS, 11114 4. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHAL1i APPLIED AT A RATE OF 200 GALLONS PER ACRE. cc to r LANDSCAPE SCHEDULE: ABR, QTY. BOTANICAL NAME COMMON NAME SIZE ((MIN.) SPACING CONT. 10-YR CANOPY I DATE: JUNE 1999 GL 42 GLEDITSIA TRIACONTHOS SHADEMASTER LOCUST 1-1//2" CAL. 10' O.C. B45 SCREENING CF 4 CORNUS FLORIDA FLOWERING DOGWOOD 2-11/2" CAL, AS SHOWN 545 100 SF SCALE: 1" = 30' TH 42 THUJA OCCIDENTALIS EMRLD. GRN. ARBORVITAE 4' HT. 10' O.C. 545 200 SF _-- TA 12 TAXUS CUSPIDATA JAPANESE YEW 36," HT. 3' O.G. 545 SCREENING DESIGNED BY. MSS CL 56 CUPRESSOCYPARIS LEYLAND CYPRESS 4' HT. 10' O.C. 545 SCREENING - LEYLANDII JOB N0. 2394 SHEET 5 OF J CD Cn _. GENERAL NOTES VDOT GENERAL NOTES LEO'END VICINITY MAP Z EXISTING INTERMEDIATE CONTOUR - M- -~ - ~- - --332 -- -- -- ~- - �- SCALE 1 "= 2000' 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 �` "~� ---�- 33® -� -�- �- W County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 UA 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/F 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 � relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT �R Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER == = �=== ----- EX CtG --=�-= =--=------- ---•-- ---- OF dr 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. CdG CITY WINCHE5TER (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER PROP W o LO 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 TRANS. CG-6R ,y r1, yj 0 CD CO shall be in accordance with the current edition of VDOT s work area protection manual. TRANSITION FROM CG-6 TO CG-6R �\ '�•' ��' � I'*required under State law. by VDOT "A inspection be held Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE - -- *- -- ��' � Q 11 ca I co :0 cc 5. The exact location of all guard rails will be determined personnel. joint will Representatives the Virginia Department Transportation PROPOSED TELEPHONE LINE r r °�° with the Developer, County Representatives, and of of rn VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be (VDOT)g / P P V4. Design features relating to construction or to regulation, control and safety of traffic may EXISTING SEWER=--r�,- " EX_ 15 RCP A7 �� / �o Z 01 � ; � CV responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to thane as deemed necessary b VDOT. j g y y STORM - x �n cat CV Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 15" RCP q,p iii � (U a) I V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER W q a 6. Ana roved set of Tans and all applicable permits must be available at the construction site. Also, a PP P PP P land use permits for any work on VDOT right-of-way. 4 0,� representative of the developer must be available at all times. EXISTING SANITARY SEWER ----- U 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 (L H w Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE - WESTVIEW 5USINES& o contractor, various County agencies, utility companies and VDOT prior to initiation of work. _ 8. All unsuitable material shall be removed from the construction limits of the roadway before placing g PROPOSED ELECTRIC SERVICE ' 'i' 0 CENTRE .a �r �' embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for l� (� .a s � aD o 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE ----- - - E' e �g _i .,., 1m O ., than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner. q P P P Y Y g g PP Y inspection. PROPOSED GAS LINE ,�J �x, ,G �' p o coo ¢, � 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 LL winchest o w on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE ®®® Airport in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE O F Victory Lane 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 ,6 be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING FENCELINE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE �4' 51 TE one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during �} and at the end of construction. EXISTING TELEPHONE POLE 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE-- - - - -- Independence Drive 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 -e W TAM condition at all times. Z 0 14. *Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT 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 PROJECT INFORMA -'ION > sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE - �-~ ---- � -�- 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 ® FAR, CALCULATIONS: standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER - `-- -`- `-- D` PARCEL IDENTIFICATION NO, TAX MAP 64 ((A)) I59R REQUIRED: 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER W. STREET ADDRESS: 1.0 TOTAL 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 PROVIDED: PROVIDED - 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 TOTAL AREA: 2SO ACRES 022 AG, 5LDG./2.50 AC. = 0.09 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) �.� .�� _ �,„�'= PROJECT AREA: I5-0 ACRES of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT DISTURBED AREA: 1.60 ACRES GROSS FLOOR AREA 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 CURRENT ZONING: M-1 result of his construction project within or contiguous to the existing right-of-way. P l g g g Y• Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to g P PY STANDARD RAMP CONSTRUCTION CURRENT USE: VACANT WAREHOUSE = 1,200 SF final VDOT approval. PARKING INDICATOR PROPOSED ZONING: N/A OFFICE = 2,400 SF w 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES A PROPOSED USE: WHOLESALE DISTRIBUTION TOTAL = '3000 SF must be provided to Frederick County prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. TEST PIT LOCATION SIGNS PLACED ON BUILDING 19. The developer will be responsible for the relocation of any utilities which is required as a result of his BUILDING SETBACKS: REQUIRED PR❑VIDED OUTDOOR LIGHTNING: PLACED ON BUILDING 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 � FRONT: 15, 16.0' � mUTDOOR STORAGE: 3,390+� OUTDOOR shall meet VDOT minimum design standards and is the developer's responsibility. 'Sd iDE: 25' 26.0' 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected STORAGE PROPOSED REAR: 25' 234.3' 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 Flo O'> (ONLY EQUIPMENT AND MATERIALS DIRECTLY engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE PARKING SETBACKS: ASSOCIATED WITH THE PRINCIPAL USE OF THE acceptance of work. Unit and total prices may be obscured. FRONT: 25' 342' FACILITY ARE TO 1.3E STORED WITHIN THE 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering J SIDE: 5' 25.0' DESIGNATED AREA ON THE SITE PLAN.) 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 --+�-- REAR: 5' N/A ■ 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, b VDOT on an g Y P y EXISTING STREET LIGHT BUILDING HEIGHT o proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN -+- MAXIMUM = 60' LANDSCAPE CALCULATIONS LANDSCAPED AREA: professional engineer and results submitted to Frederick County prior to pavement construction. If a f PROP. HEIGHT = 22' INTERIOR REQUIRED: REQUIRED: 25io LOT AIREA = 21,225 SF geotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Rams shall be determined b VDOT Inspector. P Y P PROPOSED SANITARY LATERAL CLEANOUT PROVIDED: 11,646 SF I SHADE TREE PER 10 SPACES 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER O 12 SPACE6/10 SPACES = I TREE PARKING CALCULATIONS >0 or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement GREEN AREA = E,% OF PARKING LOT REQUIRED: of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER I2 5io OF PARKING LOT = 314� OFFICE: 1 SPACE/250 SF mi in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 2,400 SF/250 SF = 10 SPACES an M EASEMENT LINE - - - - - - - - INTERIOR PROVIDED: L UTILITY CONTACTS FIRE MARSHALL S NOTE I SHADE TREE WAREHOUSE: I SPACE/EMPLOYEE O CENTERLINE - GREEN AREA = 3gi�0 I EMPLOYEE = 1 SPACE <� > Water/Sewer: Frederick County Sanitation Authority Fire lane markings and signage: EXISTING SPOT ELEVATION 12.0 TOTAL REQUIRED = II SPACES 11 � P.O. Box 1877 "No PROPOSED SPOT ELEVATION s X 12 PERIMETER REQUIRED: PROVIDED: E-a E-+ U Winchester, VA. 22604 Any Parking" signs and yellow painted curb locations will be installed I SHADE TREE PER 40' OF PARKING LOT 12 SPACES w Z E' (540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE v- ^-�-� �. f �- - ,.- -� - -,-" - PERIMETER = 121740' = 3 TREES W w E-1 Z U �,. { ;�a <x PERIMETER REQUIRED 3 TREES HANDICAP SPACES REQUIRED: p Phone: Bell -Atlantic EXISTING TREE (` ' ; -' S ` 15 OAK �� 15" PINE PER ADA = I SPACE U P.O. Box 17398 Baltimore, MD 21297 APPROVAL BLOCK 3' BARRIER BETWEEN R/W AND PARKING LOT HANDICAP SPACES PROVIDED: w w W (301) 954-6282 PROPOSED TREE r OAK PINE 1 SPACE PERIMETER PROVIDED: (VAN ACCESSIBLE) W >O Z Power: Allegheny Power MISS UTILITY 1-800-257-7777 3 SHADE TREES U � W P.O. Box 1458 APPROVED BY THE ZONING ADMINISTRATOR 3' EVERGREEN HEDGE NOTE: ONE TRUCK DOCK PROVIDED Q Hagerstown, MD 21741 AND ONE DRIVE-IN DOOR PROVIDED. W 1-800-654-3317 INSPECTIONS DEPARTMENT NOTE: W 1214 Gas: Shenandoah Gas Co. �,---�� f I. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIIDE BUILDING CODE AND SECTIONS 304.0 > F� E- 3( USE GROUP B (BUSINESS), 311.0 USE GROUP S (STORAGE) AND 313.0 MIX USES OF THE BOCA NATIONAL P.O. Box 2400 Winchester, VA 22604 ( ( BUILDING CODE 1996, OTHER CODES THAT APPLY ARE CABO/tANSI A111.1-1992, W 2. ALL REQUIRED EGRESS FROM THE BUILDING SHALL COMPLY IUJITH A.D.A. (540) 869-1111 SIGNATURE DATE 3. USE GROUP B, CONSTRUCTION TYPE 2C. FCSA CONSTRUCTION NOTES TRIP GENERATION DATA FREDERICK COUNTY COVER SHEET a LT Q 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD 710 GEN. OFFICE Project Name: Project Number: 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. U MICHAEL S.. LE y 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE 2,400 1/24.39 SF 98 -0 Aq LI NStrNo. I i `� 1� ELECTfRIC 2394 AUTHORITY'S INSPECTOR. Wf, 150 WAREHOUSE 1 3.89/EMPLOYEE 4 0.,�o3i � s2 ,� � Magisterial District: Date of Plan: (Month, Day, Year) 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ZONAL 102 ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF TOTAL 5�44UJNEE DISTRICT JUNE 25, 1999 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE Owner: Address, Including Zip Code & Telephone No. 11 S. C;AMERON ST. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. SHEET INDEX GEORGE W., JR. 4 C,4RCL T N G. GL,4IZE WINCcHESTER, VA 22601 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (540)) 662-5058 DATE: JUNE 1999 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND DESIGNED BY: MSS 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. 1555 SENSENY ROAD AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 1 COVER SHEET IN THESE PLANS SHALL BE APPROVED BY 5RANCH ELECTRIC SUPPLE' CO. WING�HESTER, VA 22602 CHECKED BY: MSS 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 2 SITE PLAN 3 SANITARY SEWER PLAN AND PROFILE THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. (30U) 390-4202 Engineer Certifying Plan: Address, Including Zip Code & Telephone No, 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR 4 DETAILS 5 LANDSCAPE AND EROSION d SEDIMENT JOB NO. 2394 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. CONTROL PLAN 151 WIINDY HILL LANE IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. GREENUJAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 5 -- ----- - -------- LOT 64 E AX F,4RCEL V-1 & 4 - ((A))- 15 3N ° ` � � � � � � �� j `, = i=� �E,, �;`,;� _ r' I f � r4REA = 5-000 AC ZONE: t_1 - USE: VACANT to / i g) 617� FLAN 6U,5t-llrTED j&NE /999 �, Al _211 JN/F CkARLE5 R�775 t� EX. POWER POLE TO BE RELOCATED-, EX_ ClkE ,ts 19 1 STD. CG-II ENTR, Pvc W, N/F UJINC14E5 TER a1ccOuic F1<K/1Nc7 CORF 77-1 & 4 - A - 00,[7) O.B. 663 f=Ci. 762 ZONED. /,-I- I U-'7E: COP-"EFC1.4L11NL7)U6TR1AL y 1 %..0 1 %.Of 1-4% I &_ p1m '%&— F-4% I 50' RIGHT-OF-WAY _Dj5._ El.& I_PG_B2___. NO POSTED SPEED LIMIT TI-1 & 4 - A - 15131"1 LOT 5 00,695 Ff_ 215 USE: INDU, RIAL I&A %,'., / SAN. Sj W. 1. - < ;v I vf� Cal i fill 4aE<:�5R(SE W JR. 0,4ROLI m <�i 6LA Iz=,,- LOT 3/ 7-1 ((A),)- 15 ea N/F BAND/7 KARTS I 13400 AC LOT 7 ZONL50-- PI-1 77-f 64-A-1.59"01 U5E, VACANT tu 907 F0. /766 ZONED: M- I USE: BUSINESS t It 4 A A e4 4" SAN. L,4T, PVC 6DR 21, EXTERIOR DO CAST LIGHUNG (TYP.)it *N� 14*i- j 7 -7/ ,0)1p -3-E 75 1) Z�,B, e04 f-C�1479 I RS F6TURE ENTRANCE` .? 7 4c: 3 7?a 7, 5-5-53' EX. POWER POLE TO BE RELOCATED N/F OEARIN6 BEVERAGE CC1'-11`AN -r-/ INC. 7M & 4 -.4 -00E 633 Fr_i 304 ZONED: /'-I - / USE: VACANT NOTE. THERE ARE NO STEEP SLOPES, WOODLANDS, FLOODFLAIN5, WETLANDS, SINKHOLES, STREAMS, DRAINAGE WA'T'5 OR OTHER SIGNIFICANT ENVIRONMENTAL FEATURES ON THIS SITE. NOTE: 1. FINAL LOCATION OF Cr-a-12'5 TO BE DETERMINED BY VDOT FIELD INSPECTOR. 2. ENTRANCE TO BE BUILT TO MEET OR EXCEED VDOT CG-11 STANDARDS. 3. EXTERIOR DOWNCAST LIGHTING TO BE PU55ELL LIGHTING WALL MOUNTED NFRG-31X SERIES OR APPROVED EQUAL. 4. 6TORMWATER MANAGEMENT FOR THIS SITE 15 SERVED BY TWO FONDS PROPOSED UNDER OTHER SITE PLANS (SEE BELOW). THE DESIGN OF THESE PONDS ACCOUNTED FOR FULL DEVELOPMENT OF THIS LOT, THEREFORE, 5TORMWATER MANAGEMENT IS SATISFIED FOR TH16 DEVELOPMENT. NOTE : THE BUILDING MOUNTED SIGN AND ALL OTHER SIGNS SMALL CO)NFORM TO THE RE10UHREMENT5 FOUND IN THE FiRfEDERICK COUNTY ZONING OF'_11DINANCE. N01E; ALIL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. &,011_%r111111%j-,v6._dw" 1 1r_%1 1 1'um200' 1 1 1 12.0' P1 -EX. RTE. 198 2"34 x F>VMT. SECT. M m m VAR5 m PROP. PVMT. SECTION 1-1/21, - 5M-12.5A 3" BM-250 0" 21-5 Off-12.0- TAPER MILL 12"A-1/2" TIE IN JOINT 1/411,1' cG__I EXTEND 21-5 I' BEYOND EP/ BACK OF CURB T'T'FIGAL SECTION VICTOR)` LANE RTE. 120 NOT TO SCALE 0 z ui ui LLI c\2 C.0 co C\2 c\2 , i co c\2 m CO 0 �A > c\2 Lu uj 404 0,10 0 05 0 LL I NLT11 T 0' C cQ-) MICHARLS. Hi4i"4L k�O� 0.31162 �ONAL DATE: JUNE 1999 SCALE: 1" = 30' DESIGNED BY MSS JOB NO. 2394 P> SHEET 2 OF 5 >1 W I I _�z I ,� 4l ch m CT) C ,Z� CD "IT 6 114 Li_j co cm = .< 7D CL) :3:: cl, :9.1 _c) . _�� ", cn "r m m C\j _� Cy) (__ ., c_ W W 5� 0) (__ LLJ __ .< �:_ I u c_ 4j u (1) , . 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I I � � -[ . __ -1 i , � - � -_ I ; I I I I i I I i I . f, � I � � I I I I � m 0 0 0 >0 A IL0) L&_ o 1.4 :) - 0 �4 0111 E- z �4 0 (-) � ccU) c/) w I= z 0 U) �D Lu m mj �:: w F__q Lij > E- U) 3: w U z 4 cc m DATE: JUNE 1999 <� > E- u >� I 1_� �4 E- E- Z U) ":D �_� rz� 0 u 1�� 4 �4 Z C-) �:__ '51411 1!� w �� :) m �4 �4 44 SCALE: H1"=50',V1"=5' DESIGNED BY: MSS JOB NO, 2394 OF 5 P-0 tfenG ROCK CHECK DAt_1 STONE CONSTRUCTION ENTRANCE as aired SET TREE LEVEL AND PLUMB --STRAIGHTEN 6' dia. schedule 40 AFTER SETTLEMENT IF REQUIRED. SET TREE '�. steel pipe foiled with I3- 1 WITH TOP 1/S OF ROOT BALL ABOVE FINISHED 2 ACRES OR LESS OF DRAINAGE AREA �0' MIN .._ concrete and painted i II GRADE :..; . �•.yellow !7' p g. ENCASE WIRE AROUND TRUNCK IN BLACK A EXISTING W 0 RUBBER HOSE. SECURE AT HEIGHT ABOVE PAVEMENT W 18• dial. t'-6" FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE (�" 3' concrete I v ' en osement I^ REMOVE TOP 1/3 OF BURLAP AND CUT ROPE 3' concrete pod 1'-6' sq. x 6' deeper OUNAND/OR REMOVE WIRE BASKET FROM BALL BERM (OPTIONAL) concrete BERM (OPTIONAL) }hoist block � FILTER CLOTH FILTER GLOT A b" MIN. BOLLARD DETAIL t --{sUY WIRE M2 GAUGE (OPTIONAL) SIDE ELEVATION Z !p= (DOWNSTREAM VIEW) W EXISTING 10' MIN. O screw = _-=- _ -_- 2 DOUBLE SHREDDED HARDWOOD GROUND tp direction of setting to De approved prior to irlstaMotron __ __-_ _ adjustable ratio I _ - -- B WASHRACK Cat 36" min. 3" SOIL SAUCER 10' MIN. box , VDOT M (OPTIONAL) I as required _..- concrete pod 1'-6' sq. x 6' deep I — 3 STAKES COARSE AGGREGATE a q ' C0 � III =1. 0) �?" min. - 6' mar. -OtOf Greg I "'tNe tu99� —III — BACKFILL EXIST( I � to man — ? 12, MIN• �+ nlegolgs PAVEMENT �Lf-1 1 _ FLOW / 3' > � � �_�,LIGHTLY COMPACTED SETTLING MOUND - r''�I�=1II—JiZ x>~to C\2 screw type l I —I I stone to be minimum SUBGR.4DE POSITIVE DRAINAGE 10' MIN W a of 6' above top of base �I stable a valve box r;. .f VDOT M COURSE B t0 SEDIMENT rn p i Ll__�_ ;;AGGREGATEti:,•:'TRAPPING DEVICEWTYPICAL PLANTING DETAIL-- EVERGREEN TREES PEf'locator peg.� MUST EXTEND FULL WIDTH OF U N black 16' to 24' (NOT TD SCALE) INGRESS AND EGRESS OPERA'iTION to F 8"x 8 x /6" sold bock .1 r (for vdm 12- and k„ger) 2-10 ACRES OF DRAINAGE AREA PLAN VIEW mechanic dt t r:a• iO1" swivel tee with --- -- - - 6' branch RUBBER HOSE � 12' MIN. w N D, GUY WIRE M2 GAUGE 3' !~ FIRE HYDRANT ASSEMBLY GATE VALVE Figure 9 Figure 8 TURNBUCKLE (OPTIONAL) I o W 3" MIN. TREE WRAP WITH 50% OVERLAP cx, soR35 I soreTa,pgota FLAGGING TAPE ON EACH WIRE (DOWNSTREAM VIEW) j� SECTION A -A FILTER CLOTH--� br goat i ° SOR sr yosit ew ss' ewd ea 2" DOUBLE SHREDDED HARDWOOD --MUL04/3" SAUCER PLACE TOP 1/8"OF lo�rdpp ROOTBALL ABOVE FINISH GRADE VDOT M coat Iron cleonout cap with brass plug COARSE AGGREGATE R havingg a countersunk square head n ` ^ . •-< t� < -.**- c' ` . 3 STAKES ,; t Pondla Mudd PA4SV-CSK (4) f` - ® A . Panslla Model PABSV-IGSK (8') finished ado^' BACKFILL ROOTBALL-REMOVE TOP 1/3 OF FLOW I I I I I I I I I III BURLAP AND CUT ROPE AND/OR 20"x2 concrete ekld pod �:" gmkdeee.r.l. scl�__ 9, — = REINFORCED CONCRE DRAIN SPACE 20'x square co 12'cre deep . d`� REMOVE WIC BASKET FROM BALL SEC:710N B—B d } r _ _ III=III= I=III_ LIGHTLY COMPACTED SETTLING MOUND CLASS I RIPRAP W aggregate base •.; C I I —III —I I I _ ( depth 3') s "'• —� —III—III—I I —III —III —III— — es�-92O_1 Esc -sot a 1 '• • IC- � t—t i � I—t i I —I i t I C I cleanoutpipe--..-.-.. I 4" VARIES 4" SILT FENCE IN TALL O I SDR 21 sanitary — aewer mat J6.� 1. SET THE STAKES 2. EXCAVATE A 4" x 4" TRENCH -45• bents POI' UPSLOPE ALONG THE LINE OF STAKES. TYPICAL PLANTING DETAIL-- TREES OVER 1-1/2" CALIPER y s TIFEEI (NOT TO SCALE) •,Oy.i .. .�:�4.". ,_.aa�.:�:"...K.: �L�::�:ar:•• a•�„�-•'i,.w:"�'��c�•?.. - .. ..- e ;.. 6" stand bedding A e "':' I I I I E- b•mhd rx NOTE Where length of service lateral to exceeds 75' lop a poi;tod anew, a ciennout assembly shall be fumished at the S 4. � d 20a property line. G _ — mMmm Pad•- 1 N r ;mar this rot rV darn - .k 7. O mo alpro�N a Pyy'' LLr 08f1 — r 0 mtlns d roll MpN Por mftspdr I I Alin I c imp'Lcllar Join/ p,fr e, o, e, n. - - - _ _ _ _ - _ I -_I _ _ _ _ _ _ - -- - •�I,ln�,m Coo°A cc T • 3. STAPLE FILTER MATERIAL. 4. BACKFILL AND COMPACT THE f� If • ccle- ' T - r ray Ions cc IZ Vor,wldln Srdrvall I Y, T TO STAKES AND EXTEND IT EXCAVATED SOIL. 1 I D' staMoll SloCt e�1� a Ylfr. wld�A !Wit-Jlsaae „/__- INTO THE TRENCH. MICHAEL TICK Y `+' SEWER CLEANOUT Prat �Var ,r '^ Lmffr,tlIon Joint , uro Iz o � E OS Figure 17 GRAVITY SEWER SERVICE LATERAL "' Sf""',r� CFigure 15 -6'0 ---6•o• In,tcnt AtrtnwnrF IIApAE Pt6 LIC NO. I�C.fCR h3�)'.t OnC� f�Q`JE(+ �(i nJ 0 Z[t coNNECrfDNs ANO COVYFnC1AL — r01R USE Ar APfICARI£ STAEfr 031162 rI METER BOX (See Note) METER Box COVER -- C+ _ C CG-ll J ` •fa-ClxoratCC1) shoe � ONAL v cc-7 RADIAL PLAN fir„In� �arre�t ewrRA4T'fs. aiesonira.`alcs/ilifM f2iiTAa 1 11 —I I S�j 18 in. Did. Non -Traffic M32C-PW � Radial combination Traffic A32HH - T curb and gutter - 24 in. Dior. Non -Traffic 14C-30 (Frame) WITH RML-t-T (Top Lid) n I / Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) \\ I - - 6Or _-I Y�n�-_60 _ �EW"rr"f1w, M,+ Jar 1'e,Mssoble Note: 1/2• thick polyethelene plastic 30• deep �' II o zII F T �✓ f4�v I I (vertical crush strength shall exceed 3000 pounds) I -oil 8 ✓a.y'mA : j -2 E3 ✓— ,\ os0000,e SHEET' FLOW INSTALLATION ■ treated 2'x 4' with Sid It a Q h b .' �o, op pointed blue a g o o. Idwvoll S. > �. Radius to be as 1 � 6' PERSPECTIVE VIEW) shown on plans N I I - _ _ •off•:, • Q=Q e meter cover �- ,a , a • 0 o e eo set 2" above fin. grade prior 18. \ qr-II 'I o I-=rat------tc¢`�oxo Sips IZJ Ya.lmvm caries as required to sodding I F Street approach some I I 2 5 n � -f TANGENT Pl_!W � 60 � `� ISOMETRIC corporation surfacingas main line I� O IR /> stop 3' stone bedding 18'-21' meter by F.C.SA meter box roadway m _ w \ :� ,I -`y VIEW 1 surrounding box — — — — — — — — e • . O'heck valve I n o. lR e • •_T Or wrvo Srd.CGJ CC I Is used. NO f t s 1 36'min. with drain valve a - - e . = V 4' IJ Iry m'Nnxrm QrrD rafloor to 14 flaso AJ (%ole !doll A4 I pscvfllwlln lNprHt Iani trip al FLOW 4 8'min. n9b yak I I Expansion Joint a NT ` a u �I _ • a • • — Stdewdll Ned --- resin, emwf to dderfod wvrrvrq nmrote r 'd Ic i /to erilre wIdlh � lie ramp floor (romp l� my be 11 wNe U 2 \ , e ^ -� (.fin s wt[W hAfer JfrtpJ vcNns a 121 Vote aecosl a cV I In Clad. rh d✓arable wardrq snail M prates Dy at Mesa ogq,Dpure =a `a, 6 r, rldlA Rang !roll nr excad o mv,lm"rtn sic" d f2/. K copper i ' r _ '�' _ T Per - tubing, continuous li E n • _ _ _ _ _ the bosom cr ,he curb and o OC6cu 8 I_.- --__-- I ----- -1 Flo,sd Jlde! d tvrD romlo rd M pawW mwullMcvlry wnA rewrp r4'u• p- fy Wlrq per - vJ SJ1% (tor IfJlaMetofshmlfon ointwRnI I without fd�ts from 2 R. Main line roadway A~-' In m %//i- --- ------ %�guuer may be -ansfrucled / ! orb Nrf• I I_ I I _ water CL main to meter a = parallel to the shoe of sub- �. M rant; (fw If pamff.hiat mnl Da podded to do•,d Dor! Jd Its adfd,hq flored ll main 6' stone bedding Note, Width "9" 2' 0" or as 7" I 2'-O" surface courses provided n sIJeJ can b rvsr In C+oc-s fifer plamtei d p ecvil ramY rkcr.ProcvJt cvicrrli Jlal! I I I I O shown on typical section . minimum depth of 7" is I'DE PIH I0 BE USEU WfIENT UIE EMI RAkCE to croft A-4.—_I1 II II. =III- lltdul,s/ Ours pre Io M Nos x fr plapwf t'Cwtw to C«+er at" Wit Side! of Ih roar � �1 I I I— I' transition to meter maintained.1 I I -I I i I I L-III-III-I I L-III III -III— METER SETTING PARTS HALF LAN u r OF P it t o BECUYuO Wit TRC TURNING r xtting as required SECTION A -A REOIrIREYFNrS 0r ANTICIPATFp IIFA,Y ff1WA. r _ _ _ Room fine meter brqa yoke angle chock expansion This area n+o be confrere rim, mid dMA d rmrfa Iron. YlNnvm carve+e cove, 1 /s'. I size size yoke bat vats voM wheel cStroet gutter Y fllArfR:. I —I al the option of the contractor 3/V 5/8'x3/1 Y502 W4-223W HHCA94-323TD-G EC-23 Cu,D romps will to nxtust" d and rold for vl fh arf,ai Groff lvICV1 for Illvioullc Centel r_l 1' 3/4" Y'304 BA9t-3uW IiMA94-323TD-G EC-23 _ _ - g •S x S'nd,I o 1zee Cd'c.dt sldti"If and F.Ixwd oWIVIlif flas»•o+f.owrsierefnd"ce. POINT A SHOULD BE HIGHER THAN POINT B. I•�-4 E ^ This cob shall be used when design When tombtrotion rnantabk curb and gutter rs /j,nfl,tobll Cofffnucflaf N speed is greater than used the Slondard Enlronce Gutters or Slondar Nole' Comb curb & gutter having a rodius Air! 41•'1 Gutter line a 9 0 4O MPHm d -g! IZf vil-Imm Cub/awli arid raw sUq Iranrnrau ad ocerf to cw1i ro f ant fThded In "a r , 4-444W - - -4 _ <k• P i ny` Oat �-J 1' 1' Y504 BA9 HFICA94 444TD G EC - of 300'or tess fabn face of curb) sPoll a Face of Rural highwaysand a5 MPH in ComeUion for Sueet Intersectrons are to move 9 ra anbhv,b pit/ pillar. Gutter line of Side Street rills train M p ` H1 T M� p, - - _ Curb Curb develo d Ur an and r the mountable curb configuration incorporated. be paid for as radial tombinntion curb 9 rt°Y Of �C .....k„�,.,� - Mom line Roadway Pe b Subu ban gutter _ .n ,�.,,wnr•^ - __ puv sr a toff !n lies Wr►; used In sin/m dAa wllA slondond CC-! a W I. rot nw0 four m !rh Slprsford b r�l INSTALLATION NOTES: areas. _ -_ _ . to be m1/aired ro mAen fro ,nxr,iade anD eer✓rprrmlon DRAB INACziEUJA1' INSTALLATION w Y N _ .................... - I Ir - - - - -- When this standard is to be lied into existing This item may be precast or cost in -'ice c; 1. Exact location of meter box assemblyomen used m c curb fa eon this SStandar CG 3 �hessJllve rvufo rI firma of a cvlAuprr! Poe aloops ore o d hxva/ of tram w nv puv a of dlr oceN q w Ergl qer. t barrier cab, the transition is to be mode within •SEC�TIONo•9 '8 nxfbfrr led, llpdLL firm and Jrl rellJlo,i r it be aldal of Wev i! rr r - s rat w/Rfn 1 rl fl (FRONT ELEVATION) to be approved prior to Installation. - or CG-' ins curb lace on lots Standard is o Ix 10 or the change in standards made of regular V tK O fey a to O sox ov r,we on one Jadt t i h p d EeetJ 1 4-:1,..:, tYDa _y: aalusfea b motto the mounlade curb Configuration g g Concrete to be Class A3 if cost m place, I Ido+pll pufA tn'nw.rhq oft atesflNe fir rtw /t ar a wdy d a NpMvy fain traits! a CUD r rdlass or whrM, fldewan Is eds,rW. F•-I 2. Water service cross street shall be y xopenings IImUJ d F.ansed ogprtya t f pans (D � �n Iodlt Its con t+ apo aucled, riw eel ant Npsv nl or nix rlllnY toy may M drsd ran rodtifrlon cra f+alit of llu,'n fit '.....: PSI- p00 if h encased in 2• die. SCH40 PVC or M o _ .., o SECTION A -A Ireur r wine wld1A d JlOe.vr1 a Jlde,roft used ty fxrJau won Willy IntrorlmWJ, or of dhocled ty Its FrrVhxa,.an OnAd nri to located M+ro ,•mYclo stop thus. �1 3 -:$C f' 3 /J left Iron r'-f h pal `J m ._ oDPe .. m llUc'I f.lsll,q Ilan tJ.rLt tyd,ar+s.O, qp Inds, dc. wl/r alto dfM fiatmwY. �1 m SDR21 piping. The piping shall run from 3/4• type K a �4 CT) one foot beyond sidewalk, across the copper for rn ? RAMP street, to one foot beyond sidewalk. single meter _ _. CURB installation 1 x3/4 aye vTcsicelow REFERENCE STANDARD CONNECTION FOR STREET INTERSECTIONS „ atrt�lwtJ W W r,I DUAL METER INSTALLATION SPECIFICATION (PERSONS WITH MOBILITY IMPAIRMENTS( 502 W Z W COMBINATION 4 CURB 81 GUTTER REFERENCE vIRGIInA 11EVMIMEIU Of IRA115VORtAllpll 502 VIRGINIA DEPARTMENT VIRGINIA DEPARTMENT 105 203.09 Revised 325 90 501 5/8", 3/4" & 1 " METER INSTALLATION I TRANSPORTATION 203 CR TRANSPORTATION 502 124 w Figure 5 zol oa MM AMENDMENT NO. 2 - APRIL 1997 W N I cD AMENDMENT NO. 3 - OCTOBER 1998 1 MJ CD a E-I 3 rn V L W 4" REINFORCED CONCRETE 3000 PSI I"X4"X4'-8" SLATS, 2-FINISH NAIL AT (7111 oNSI �� I CAL �A�E�EN� SECTION TOP AND �� `� 4" SUBBASE (21-A STONE) m 2"X4"X4' BEAMS, TOE NAIL TO POST NOT TO SCALE WIDTH VARIES WIRE MESH REINFORCING VD.O.T. SEE SITE PLAN ROAD AND BRIDGE STANDARDS SECTION 301-04 v w 1/4" = I' _ w Sll �, a Q (oil .. 4"X4"XV POSTS 61 o a 411 d ° r e a 3" SM-12.5A SURFACE COURSE a a CLASS A-3 CONCRETE 5 s 411 0" SUBBASE VDOT STD. GR-21A T 6 BASE 21-A — — _--I I -III -I I -I I I —III— w COMPACTED SUBGRADE iI I1 i II I II i II I I 1 i II I1 i II I II i II I II i II I II i II I Ii COMPACTED SUBGRADE NOTES; _ DATE: JUNE 1999 (COMPACTED TO 95% DENSITY AT OPTIMUM — — — (COMPACTED TO 95io DENSITY I. PRESERVATIVE STAIN ON ALL WOOD. _ �^ _ —III III -I I Ill I�_I I I III —(I I I ro M015TURE CONTENT, VDOT BTM-I METHOD) AT OPTIMUM M015TURE CONTENT COLOR TO MATCH THAT OF BLDG. — — COMPACTED 5U5GRADE m VDOT VTM-I METHOD) m 2 '� (90% DENSITY) SCALE: AS SHOWN 2. FINISHED SIDE OF FENCE SHALL FACE c I m ADJOINING PROPERTY, IF APPLICABLE. _ m PAVEMENT ESIGN AS ON A SU C I A caMPActED GRAVEL _ i DESIGNED BY: MSS D B ED BGRADE BR DES GN VALUE OF 10. SOIL TEST WOOD FENCE DETAIL CONCRETE S I D E UJ,4 L K DETAIL JOB N0. 2394 i� (NOT TO SCALE) OF THE 5U5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED o PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. FOR BOTH 120 =51ER ENCLOSURE AND PERI1„1ETER FENCING (NOT TO SCALE) PVMrsecT NOT TO SCALE SHEET 4 OF 5 X rn CT) m m 0 a m 3 U) 0 m 01 c L C 0, c w a U J-� w L U C L Q] m 0 D x EROSION AND sED IMENT CONTROL NARRAT I VE: ' PROJECT DESCRIPTION Z THE PROPERTY IS LOCATED IN THE WESTVIEW BUS NESS CENTRE, I Nt , REDER F IICK COUNTY APPROXIMATELY 2.4 MILES WEST OF THE INTERSECTION OF ROUTE 50 AND INTERSTATE 51. THE SITE AREA IS 2.5 ACRES OF WHICH W e \ •� r '� t i I ► F THIS PROJECT. THIS PROJECT CONSISTS OF THE APPROXIMATELY 1.8 ACRES WILL BE DISTURBED OR PR E LLI '� \ i , �: j�� -� -� - � , CONSTRUCTION OF 2,400 SF OF OFFICE SPACE AND -1,200 SF OF WAREHOUSE SPACE WITH ONE LOADING DOCK AND INTO THE WAREHOUSE, Z AN AT GRADE GARAGE ENTRANCE 1_. EXI5TING SITE CONDITIONS ,�� '� \�Q' ! ► I e _ r ( I I THE SITE IS CURRENTLY VACANT AND CONSISTS OF OPEN GRASSED AREAS. SLOPES RANGE FROM 1 TO S PERCENT THROUGHOUT THE PROPERTY. THE SITE IS ALONG A NATURAL DRAINAGE DIVIDE WHICH PRODUCES Z W f .� 1 ( ► RUNOFF FROM THE NORTHERN PORTION TO THE SOUTHEASTERN AND SOUTHWESTERN AREAS OF THE SITE. ► �/ `\ `-� " `� U� 1 ` ? ' I ► ADJACENT PROPERTY TO THE EAST, LIGHT INDUSTRIAL PROPERTY TO THE SOUTH AND Q a� � e°o � THE SITE IS BOUNDED BY RESIDENTIAL PROPERTY .� I rn t WEST, AND VICTORY LANE TO THE NORTH. 1 i i EROSION AND SEDIMENT CONTROL MEASURES r` W UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSI ON AND SEDIMENT CONTROL MEASURES W o -- •� �._� .� s 42-CL I -� 1 .,.� -- sl= C t j t / I � � SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). � 0 42 -GL _ -.-�. --- - __ � i ! CD � � - STRUCTURAL MEASURES 1 EY �` ` A CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE FROM VICTORY LANE. RUNOFF FROM THE ADJACEN1i TO THE ENTRANCE. � � ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED CHECK DAMS SHALL BE INSTALLED AS A FIRST STEP MEASURE TO CONTROL RUNOFF FROM DISTURBED AREAS -CID > / �✓ ABOVE THE CONTROLS. 4 �3 4� . / �� SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. I VEGETATIVE MEASURES ' ! I. I T f �/ s. I I I I r� PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO) DENUDED AREAS WITHIN SEVEN C�) DAYS FINAL IS ON ANY PORTION OF THE SITE. TEMPORA)RY SOIL STABILIZATION SHALL BE 1 � f i I /, } G DRADING AFTER REACHED APPLIED WITHIN SEVEN (1) DAYS TO ENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN FOR THAN FOURTEEN (14) DAYS. PERMANENT SOIL ST 51LIZATION SHALL BE APPLIED TO ALL ZO DORMANT LONGER i. '+� If I F" i' ! I I j ! / EROSION/SEDIMENT CONTROL LEGEND AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (ro) MONTHS. ;'' NO. KE1' SYMBOL ,Z5E5CRIPTION TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. > W Q TEMPORARY GRAVEL CONSTRUCTION 3.02 CE .' ENTRANCE / L c � 234.3' / / ! ! 1 / 305 O--- ' SILT FENCE ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER . swoon 3ml IP STOI;Z!M DRAIN INLET OTECTION � � MANAGEMENT STRATECxIES TEMPORARY DlVER510N DIKE CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS FD 3,10 FD A TEMPORARY FILL DIVERSION POSSIBLE. W [_ 3.12 �v}� DIVER51dN SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IIN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. Q ��,A TH 0 - 3.13 TEMP6RARY SEDIMENT TRAP THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION �__ ..., •... — .�,/� i /:' / i m �(I I ( 3.16 O f OUTLET PROTECTION AND SEDIMENT CONTROL MEASURES. ? 14 - CL �, I I I ( 320 CD -- -- CHECK DAMS ' 333 a ---�- 5ODDING AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROL'S SHALL BE CLEANED UP AND REMOVED. A '.—° f ! f C ! I I I f I I 3- r O O O O TREE PROTECTION % %._ a. DEVICES LISTED ABOVE ARE CONSIDEREIC) MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT IS THE MICHAE TCKLE + + '. , I i f ~- --- - LCG lIMIT*-40FEL)¢ARIFXs GRADING --- - - - TO ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO �p L No. .,17P ( / I i�' --- .._.___ ___ DRAINAGE cwt ES CONTRACTOR'S RESPONSIBILITY PROVIDE CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE 031162 I/ I I _� / { i / r t ! _CRITICAL SLOPE 4 CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED @IT;4II`+44,pAY5 AFTER START OF GRADING, OR SODDED AND PE66ED WITHIN 14 DAYS AF'�1� START ` VESCH. ZONAL 1 / / ; o �, MAINTENANCE I O r ,r f LC G r-.;,uCK t \ / • j E°2 s ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPIERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL c ETHAT A 00 STANDIS MAINTAINED, AREAS SHALL BE FERTILIZED ANDBE CHECKED REGULARLY TO ENSURAI ■ Ji- ,4 PIA Ni LOG(TYP. a RESEEDED AS NEEDED. PROP. W'4R �-iOI J� F" FF - &93.00 I 1 ` i I I TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY GFA _ 120.0t 1 i Vs,/ %- I ° , r--% SPREADING ON SITE. >0 -=EfGHT I I' THE I Y GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. F E GRAVEL S CLOGGED B SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. GARAGED or I • \ I ( I I j ( PERMANENT STAB I L I ZAT I ON ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY Q Z '30" ? t9S. 1479 -}---� - --- I I ' j �' FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 332 OF Q, Z, O �l c �`n• p• . - -- ell: `• 1` \ THE VESCH. ' I ' I r'1 z a o > w E- PROP. opt OFFICE - '� , a - , I I a I / 5TORMWATER MANAGEMENT THE SITE HAS A NATURAL DRAINAGE DIVIDE RUNNING NORTH TO SOUTH. 'THE WESTERN PORTION OF THE SITE O O N F, u w � Z HEIGHT = e2' _.�. I i + f ' I I ____- ___-_ � --�• [ I- - _! ! J I( DRAINS INTO THE STORMWATER MANAGEMENT POND CONSTRUCTED WITH 'THE IMPROVEMENTS FOR LOT 5. THE pi � � U) c" �- - _' d_ I -- - -- DESIGN OF THAT POND ACCOUNTED FOR THE PORTION OF THIS DEVELOPMENT THAT DRAINS TO THE FACILITY. THE COMPUTATIONS WERE VERIFIED AT THE TIME THIS PLAN WAS PREPARED. THE EASTERN PORTION OF THE SITE DRAINS INTO THE STORMWATER MANAGEMENT POND DESIGNED WITH THE IMPROVEMENTS FOR LOT 6A. THE SITE Q U) Q W UJ/ 111A514 -- --�-a2 --� -" -" -'y IIts,�, �;,' (- �, J / \% PLAN FOR THIS POND HAS BEEN SUBMITTED FOR REVIEW AND HAS N07 BEEN CONSTRUCTED. THE SITE PLAN FOR W Z w _� _ _ / �, -... RACK 6 TA •. I I I I I Ij I ! ! LOT 6A WILL HAVE TO BE APPORVED PRIOR TO APPORVAL OF THIS PLAN. CONSTRUCTION FOR BOTH LOTS U) Z ► f2 1�lt?T , / / SHALL BE SEQUENCED SUCH THAT STORMIUATER MANAGEMENT FOR THIS IPLAN IS PROVIDED AT THE TIME CONSTRUCTION BEGINS ON THIS SITE. W�-, Z W � W m W ` LC < ErY - ; --_ __ - �' TA I ► t-7S I ` �I� ( II �,� �, SEEDING NOTES:4-4 Z U N C I / j -- -- TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4". PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE W - _ _.1.. OF 92 LBs. PER 1000 S.F. (2 T S PER ACRE). ON FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 SF. (I000 LBS. PER ACRE). 2, I T ro-l% NTUCKY 31 TA F SUE AND 33!. SERICEA LESPEDEZA r __' . __.__,.- M- - _ ___---__-=_ - _=�------_--\ - � -� �;_ APPLIED At THE RATE OF 120 LBS, PER ACRE. � � � _ - - � _ _ _ r - �,. �,. - - - - - ,� _ _ _ ✓� 3. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE DATE OF 3500 LBS.log M4.�5..• �L; _ •_._._-.-..._ __ _ .__ _ _ ___ _ ---_ �__ __ _ _ __ .�_ ___ -__ _ _ _ _ �__ ___ _ _._ __ 4, PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE 200 ACRE. cc OF GALLONS PER VICTORY LANE RTE. 128 �. m 50' RIGHT-OF-WAY =% EN, 7F NO POSTED SPEED LIMIT ---- \ LANDSCAPE SCHEDULE: - — ABR. QTY. BOTANICAL NAME COMMON NAME SIZE ('MIN.) SPACING CONT. 10-YR CANOPY DATE: JUNE 1999 GL 42 GLEDITSIA TRIACONTHOS SHADEMASTER LOCUST 1-1/:2" GAL. 10' O.C. 5415 SCREENING T �4 15 5 � E E T F O Ei�0510N AND & E D I t'*-I E N T C ON T RO L AND LANE:) e C A P I NCB ON L "� ! CIF 4 CORNUS FLORIDA FLOWERING DOGWOOD 2-1//2" CAL, AS SHOWN 545 100 SF SCALE: 1" = 30' TH 42 THUJA OCCIDENTALIS EMRLD. GRN. ARBORVITAE 4' ANT. 10, O.C. 545 200 SF TA 12 TAXUS CUSPIDATA JAPANESE YEW 3ro"' HT, 3' O.C. 545 SCREENING DESIGNED BY: MSS 30 15 0 30 ro0 CL 5ro CUPRESSOCYPARIS LEYLAND CYPRESS 4' 44T. 10, O.G. 545 SCREENING JOB N0. 2394 LEYLANDII SCALE: 1" = 30' SHEET 5 OF 5