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HomeMy WebLinkAbout57-07 Westview Bus. Cent. No. 16 - Warehouse, Office - Shawnee - Backfile (2)J11 CENERAL NOTES VD 0 T GENERAL NOTES LEGEND VICINITY MAP CS 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 current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR 41", --330 SCALE: 1 2000' County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Z EXISTING INDEX CONTOUR nj `/, . I Sediment Control Regulations, and any other applicable state, federal or local 'regulations. In case of I& PROP( 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during discrepancy or conflict between the Standards or Specifications and Regulations,`_,Ahe most stringent shall 400- ISED CONTOUR construction, must be provided prior to issuance of the site development permit. The approval of these plans in govern. EX E no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment EXISTING EDGE OF PAVEMENT LU Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health PROPOSED EDGE OFtPMAVEMENT Lp WAdministration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. IN PROP E EX C&G 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation EXISTING CURB AND%GUTTER Z -of-way. -of-way, all traffic control, whether permanent or temporary, shall be in (VDOT) and Frederick County prior to construction in existing State right V3. When working within VDOT right accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control PROPOSED CURB AND GUTTER PROP C&G 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. required under State law. CG-6 CG-6R the ter Z ®o FROM CG-6 TO CG-6R rp9t C\1 V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic UJ 0 to G. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the EXISTINGJELEPHONE LINE CO With the Developer, County Representatives, and Representatives of the Virginia Department of Transportation sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict �110 A PROPOSED TELEPHONE LINE (VDOT) to determine if and where guard rail and of paved ditches will be needed. The developer will be with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from 0 1 0 respoi-sil"Ic lir providing guardrail and paved ditches as determined by this joint inspection." Refer to this responsibility. I 'Trill, EX. 15" RCP ls� n7 A, 14 Cq 00 0 dEXISik STORM SEWER wwn 0 Cq an TE Virr-_`.'.*Z1 Der4irtment of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. QU '* V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject PROP.15' P-,, C) I or. c,�-,-)i-�)ved set of plans and all applicable permits must be available at the construction site. Also, a to change as deemed necessary by VDOT. Any additional expense incurred as aresult of any field revision STORM SEWER C\2 1r(13r,r(,zn..ut.-ve of the developer must be available at all times. shall be the responsibility of the developer. Z 0 C\? 'EXISI*G!`SANITARY SEWER LU V 4J 0 C) Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary I VDOT land use 0 (D PROPOSED SANITARY SEWER LU $_4 permits for any work within VDOT right-of-way. 40 W Control Devices (MUTCD). 0 134 EXISTING ELECTRIC SERVICE 0) a to q) 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held'._ by the engineer and/or developer with the attendance of the contractor, various County agencies, utility 1 PROPOSED ELECTRIC SERVICE SHEET INDEX companies and VDOT prior to initiation of work. 41 9. All pavement -sections on the approved plans are based on a minimum CBR value of 6. CBR values less EXISTING GAS LINE COVER SHEET I than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required PROPOSED GAS LINE SITE PLAN 2 Q W 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated or requested inspection. GRADING PLAN 3 the plans and as required at the field inspection. on PROPERTY LINE an EROSION AND SEDIMENT CONTROL PLAN (PHASE 1) 4 V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent P 0 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pip-- shall public roadway via a construction entrance that is constructed and maintained in. accordance with Section FLOW LINE EROSION AND SEDIMENT CONTROL PLAN (PHASE 2) 5 W Y2 be minimum 6" diameter and conform to VDOT standard SB-1. 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the FENCELINE EROSION AND SEDIMENT CONTROL DETAILS AND NARRATIVE 6 LANDSCAPE PLAN 7 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion EXISTING POWER POLE one litter receptacle shall be provided at the construction site. and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous PROFILES 8 Z W Z basis for proper installation and operation. Deficiencies shall be promptly rectified. EXISTING TELEPHONE PEDESTAL SITE DETAILS 9 G4 W 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to SITE DETAILS AND STORMWATER MANAGEMENT REPORT 10 entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end EXISTING WATERLINE W/ HE whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free of construction. 0 condition at all times. PROPOSED WATERLINE 4KT W/ TEE 0 V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum ON515LE LAND D15TUR5ER 0 EXISTING FIRE HYD1�_q Z 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict V) 0 Cn Z sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, points. EXISTING WATER VALVE N", ME: and connections to existing lines. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered PROPOSED WATER METER R CERTIFICATION 8 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current during the course of construction shall be immediately brought to the attention of the engineer and VDOT. M P Po h1h_ ..o 4 standards and specifications of the Frederick County Sanitation Authority. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved PROPOSED REDUCER [)ATE: C\2 Q� 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the by VDOT. pp� contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT STOP SIGN Z prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be THE RE5PON515LE LAND [)15TURBER a4 utility verification and the proposed construction. present to insure the sample obtained is representative of the location. When soil samples are submitted to PARKNG INDICATOR private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project INDICATES THE NUMBER OF TYPICAL PARKNG SPACES Al2 15 THE PAfRTY fRE5PON515LE F0I`R 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards CQ result of his construction project within or contiguous to the existing right-of-way. and procedures. HANDICAP PARKING CARRYING OUT THE LAND D15TURBING CQ co CQ 1.8. When grading is proposed within easements of utilities, letters of permission from all involved companies V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted ACTIVITY A5 5ET FORTH 11� THE PLAN5, must be provided to Frederick County Public Works Department prior to issuance of grading and/or site in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within VEHICLES PER DAY COUNT V-4 CQ development permits. plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the PROPOSED BUILDING ENTRANCE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT R4!,,CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION 19. The developer will be responsible for the relocation of any utilities which is required as a result of his Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless OP p projact: The relocation should be done prior to construction. specified otherwise. PROPOSED STREET NAME SIGN OD ;20. 'Iese plans identifyJL acted V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as PROPOSED SANITARY LATERAL CLEANOUT PROJECT INFORMATION the location of all known gravesites. Gravesites shown on this plail will be pr /0 in accoi-dance -nth state, law. In the event gravesites are discovered during construction, the owner am). specified by VDOT. angineeer.mus'�­6e notified immediately. PARCEL IDENTIFICATION NO. TAX MAP, 64-11-16 LOT 16 TUNG ADHIKUSUMA SANITARY MANHOLE IDENTIFIERO Lic No 26715 V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet STREET ADDRESS, INDEP"NDENCE DR. 21. Th+., contractor is to verify field conditions prior to and during construction and notify Greenway Eii,gineering VDOT minimum design standards and is the responsibility of the developer. PARKING TABULATIONS -Z_ at (540) 662-418 1 5 immediately of any discrepancies between actual field conditions and the approved plan.. STORM DRAIN STRUCTURE IDENTIFIER TOTAL AREA, 2.99 ACRES _q V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be O PROJECT,AREA, 2.00 ACRES BUILDING 1 L 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the EASEMENT LINE DISTURBED AREA, 2.00 ACRES proctor AASHTO-T99, ASTM-D690, or VTM-I as applicable. Density shall be certified by a registered Manual On Uniform Traffic Control Devices. OPEN9`SPACE1 1.24 ACRES OFFICE, 1 SPACE PER 250 SFj 250/250 = I professional engineer and results submitted to Frederick County prior to pavement construction. If a CENTERLINE CURRENT iZONING, M-1 INDOOR REC, 1000 SF @ I SPACE/200SF = 5 geotechnical report has been prepared, it should supersede the requirements in this note. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the 735.4 CURRENT USE, VACANII DIRT TRACK FOR ELECTRIC CAR RACE, NONE - start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way EXISTING SPOT ELEVATION X REQUIRED, 6 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices PROPOSED ZONING, M-1 I or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of PROPOSED SPOT ELEVATION 35-6 PROPOSED USE, WAREHOUSE/OFFICE/MULTI REC PROVIDED, 6 excavation or demolition. Names and telephone numbers of the and operators underground utility lines in may be obscured. X UJ Frederick County appear below. These numbers shall also be used to serve in an emergency condition. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. EXISTING BEE LINE OUTDOOR LIGHTING, NONE PROPOSED, ANY FUTURE WAREHOUSE, 1SPACE PER EMPLOYEE Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road LIGHTING MUST BE HOODED REQUIRED, 2 24. All utilities to be located underground. and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified SURVEY AND TOPOCRAPHIC INFORMATION AND AMBER IN COLOR PROVIDED: 2 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking SIGNS, ALL SIGNS MUST CONFORM TO stone depths, a VDOT representative shall be notified and given the opportunity to be present during the BUILDING 2 Z y place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. construction and testing of the density control strip. 1. Boundary survey was performed by: SECTION 165-30 PER §�� F 1, REDERICK 900 SF OFFICE/2,700 SF WAREHOUSE Note: An GREENWAY ENGINEERING Dated:- 2005 COUNTY CODE W UCTION NOTES V20. Aspppg halt concrete avements shall be laced in accordance with Section 315 of the VDOT Road and Bride FCSA CONSTR(Year) TOTAL LOT AREA: 2.99 AC OR 130,224 SF OFFICEi 1 SPACE PER 250 SF E-1 Specifications. Density shall be determined using the density control strip as specified in Section 315 and 2. Horizontal and vertical control surveys were 900 SF/250 = 3.6 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.co VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the performed by: GREENWAY ENGINEERING 2007 TOTAL BUILbI`A'1111_�, AREA: 9,600 SF REQUIRES, 3.6 2. Iffie water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. opportunity to be present during the construction and testing of the control strip. (Year)*fi PROVIDED, 4 F4 > 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and-:Ie.rger 3. Supplemental topographic mapping performed by: FAR: 9,600 `SF/130,224 SF =0.074 WAREHOUSE, 1SPACE PER EMPLOYEE co 12) shall be explored below the bottom of the excavation to determine the type and condition of the foundation. GREENWAY ENGINEERING Dated: JUNE 2007 REQUIREI)i 2 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to PROVIDED, 2 W E­1 W -I E-, placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, OWNERS CERTIFICATE SETBACKS: <� Z 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation FRONT: 75' OVERALL PARKING, Z 1­4 �D stabilization shall be determined by the engineer and approved by VDOT. (D 124 6. When an existing water main is tapped for the installation of a new line: The f foregoing Site Plan of the land of REAR: 25' REQUIRED, 14 SPACES W 0 PROVIDED117 SPACES a) The Authority shall furnish all labor and material. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. CONSTRUCTION INTERMEDIARY EXCHANGE CORP. (BRUCE M C K E C H NIL E)l SIDE: 25' co 0 b) The contractor must: is with the free consent and in accordance with the desires 1:4 1. make application and pay deposit V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified of the undersigned owners, prop ertie s and trustees if any. BUILDING HEIGHT: MAXIMUM PROPOSED HANDICAPPED PARKING, J 2. mark the to location. by VDOT. REQUIRED, I SPACE > 3. coordinate installation with the engineering -assistant. 60' 12' PROVIDED, 1 SPACE O' W V24. VDOT Standard Guardrail shall be installed where warranted, and/or as proposed on these plans. in NOTE, ALL CRANES OPERATING ON SITE SHALL BE .7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after DATE grading is mostly complete. REQUIRED TO HAVE AVIATION OBSTRUCTION FLAGS 1' "" Z Me Authority's maintenance department shall furnish and install all water meters through 2" in size. APPROVAL AND/OR OBSTRUCTION LIGHTS VISIBLE DURING �:__ It is the contractor's responsibility to have the meter box assembly installed correctly. OPERATIONS AND MUST BE, LOWERED AT NIGHT SITE PLAN APPROVAL Before a- permanent meter is installed: FIRE MARSHAL'S "NOTEP. W a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. UNLESS LIT, IT IS THE CONTRACTORS RESPONSIBILITY NAME,4,0 b) The frame and cover shall be set to final grade. XZ_,1_ -, DATE Fire lane markings and signage: TO PROVIDE FLAGS AND/OR LIGHTS, INTENDED HOURS /� > co c ITie distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. Any "No Parking" signs and yellow painted curb locations will be installed FRE ICK COUNTY ZONING ADMINISTRATOR DATE AND DATES ❑OF CRANE ❑OPERATION SHALL BE SITE by field inspection at the direction of the Fire Marshal's Office. COORDINATED WITH AIRPORT OPERATIONS SUPERVISOR d) All components of the meter box assembly shall be in proper working order. *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) 9. For water and sewer services that connect to existing lines: YEARS FROM THE DATE OF PLANNING APPROVAL NO LESS THAN 24 HOURS PRIOR TO CRANE WORK, a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. TRIP GENERATION DATA Project Name: Project Number: co b) An Application for Service must be made and fees paid before work will begin. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD W c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. STVIEW BUSINESS CENTRE Lz=OT 16 0518L d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the 110 GENERAL LIGHT INDUSTRIAL 3600 5F 6.cf7/1000 5F 6.cI7 flffi$ 25 Magisterial District: Date of Plan: (Month, Day, Year) 'D meter. 715 MULTIPURP05E REGIRZEATIONAL 6,000 5F CIO e) The Authority will install all sewer laterals. FACILITY SHAWNEE JUNE, 2007 10. ii!,.y. water service line must have a backflow prevention assembly (double check valve or RPZ, TOTAL \/PD 115 a,3 required). The assembly must meet ASSE standard No. 1015 or 1013. TA EN FROM ITE TRIP GENERATIO1 7TH EDITION Address, Including Zip Code & Telephone No. DATE: JUNE, 2007 I I I Owner: 289 INDEPENDENCE DRIVE 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). UTILITY CONTA CTS J.W. LOVELE'S AND SON ROOFING WINCHESTER, VA. 2260 The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a 540-722-440 SCALE: N/A fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read 'Water/ Frederick County Sanitation Authority Phone: Verizon remotes are required. Sewer: Developer: P.O. Box 1677 P.O. Box 17398 P Address, Including Zip Code & Telephone No. Winchester, VA. 22604 Baltimore, MD 21297 SAME AS ABOVE DESIGNED BY. ML 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and (540) 868-1061 (301) 954-6282 SAME AS OWNE A its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Power: Allegheny Power Gas: Shenandoah Gas Co:FILE NO. 0518L HA N P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. DICAPPEJO PARKING NorPL' 01" Ta 111" SHEET 1 OF 10 Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602 no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 1 (540) 662-4185 07-67 is A LINE BEARING DISTANCE L1 N 74'22'08" W 12.75' L2 N 21'15'44" E 63.73' L3 S 47'37'46" E 59.88' L4 S 63' 12'06" W 32.10' / l \ OFFICE BUILDING.SHALL COMPLY WITH THE VIRGINIA \ Z /SCUPPER (SEE' "<, ! ! \ / f UNIFORM STATEWIDE BUILDING CODE AND SECTION 304, USE CURVE ,ED,4I•.4 ;� / / SHEET Im) � DETAIL / 1 GROUP B (BUSINESS), OF .THE INTERNATIONAL BUILDING CODE/2003. OTHER CODE`IS IBC/ANSI AI11.1-03 W ACCESSIBLE AND USEABLE BUILDINGS AND FACIL1719S. \ / SIDEWALK I I � ,\g H/C SIGN ACCES XIIST. .A11�1AGE E6MT. DE3 No8 F \ E r�1� TO PACTEDco E"�I � �.�>*11=�OI~•1� - - FIELD G�IANGE � � 9 � -. •- -D DATE: 11 23 2010 F D• '��� W � f ' L/NE 0AU ,/ ESS' ' 9 \ s ,. if THE ORIGINAL /4PPROVE,U PLAN SNOWING E-ONE GRINDER cv I f PUMP MODEL 2014 WITH DUPLEX CONFIGURATION UJHICH o CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH, C 1. 95'38'00" ' 50.00' 83.46' <" 55.17' N 26'33' 12" W 74.10' ` C2 3'06'26" 630.00' 34.16' 17.09' S 70' 17'29" E 34.16' . C3 2'07'59" 250.00' 9.31' 4.65' S 52'3751" W 9.31 C4 2' 12'48" 1 250.00' 1 9.66' 1 4.83' S 52'35'27" W 9.66' r' \.1 C', C) PROVIDE MORE RELIABILITY PUMP AND WILL FUNCTION AS a cv of / \� DIFY L ING 9m' BEND rt A E3ACI�w UP PUMP IN -CASE THE ONE PUMP IS FAILED. THE o ('� ,' ' ICEpAREA a 290 MIN. SL E .,, P \0 15mm.5F. OWNER UNDERSTOOD THE BENEFIT OF DUPLEX �' ✓ r �\�9' ' \ -(SEE DETAI) s Z x / �, � \G \ FIRE HYDRANT ASSEMBLY CONFIGUR4 ION'' HOWEVER DUE TO COST ISSUE, THE OWNER W F` P� S / O � ` /r' '4 5' 4 AND CONTRACTOR IS WILLING COMPROMISE WITH SIMPLEX 'd - o a� d� ro3 dP `/ - 5�r. ,� f' � _ - CONFIGURATION PUMP AND ,REQUESTED GREENWAY a�' �, , \� p$ ✓ /a DOHESTIr _ _ a� '' ►� / - 5� �� ¢ \ LLER ENGINEERING TO REPLACE THE DETAILS SHOWN ON THE DOUBLE :WING WATER r. ,� .� \w / m a'0 E6820 PLAN WITH THEIR SELECTED ZOELLER MODEL E6820 / H w ' !� � GATE 6 WITH / pP O' SCREENING C.O. ♦ ECG-12A INCLUDING.TNE SPECIFICATIONS AND -DATA. 5 �GDa , DOORS HEAD e ♦ 3 m % GRINDER PUMP r- 1 ,R/ ^" a ♦ !=E DETAILS, SHEET 9 �dob% DOMESTICkit f,, '�` A FE, /• o l-/� p P�" ; / �( ate, � . F g R WATER T11. 9 4-A-159A ° WM WINCNESTER REGIONAL,P'�' t! 0 PAS pCSi 1 AIRPORT AUTHORITY �� /� 3 \5 6 4P\- F Z DB 842 PCs 1400\r15�p\. P�,� , /blr,pa.�- PAv A.M z z a ONE: MI USE: VACANT - ) I w / / / '�; � cat .. 5L 3 �P w H ` r` �.Is,..,,_ . OFFICE A f ._ �, - ' PHASE 2- 6 BOARD y 9mm sr-. w w D PHASE 3 a ON BOARD FENCE PROPUS D GRA\/EL q� / O a M o t PROPOSE �• / v GRA�/EL' 5TORA6E OiGE YARD 'N" Ul w w x LOT 1�✓, . _ OVER HEAD / - fl 1� A YARD �' f,.. .:._ _ - 5T � cr _ DOORS m- ( T.M. 64-11-10 d 4. _ ,. _.. �M. • o / r. / .. 3 ,. _..._..._...._.._.... _ _ M _ _.•, ,s / PT 1-+91+8.9�5 2/ ,awx a wwo co CONCTRUCTION INTERMEDIARY H/C S GN vi ACCESSIBLE ORP. a 5 aEXCHANGE C 2.99 ACRES P6L2xxINST. NO. 070008214 ZONE• ....... T.M. 4-A 9D o 5`gIDE'USE•`VACANT VI%INIA APPLE STORAGE INC. R xw a /;" \ = r. m. ..,m,. -_ , w.. /LEASEMENT A 8 ZONE: Mi 8 -- \ PROF. AsE` 2 2 X 12 D —�.. W E USE: I -- \ \ .� UM T SCUPPER (SEE cr TRIAL \ o .-, cat � PAD WI BOARD BOA' - 1 \ W / E?C11DETA _. « ,� N KEENING PO Id % d) \ �� , \ -1 . e Ei _ PR9P. DRAINAGE ESMT. - .. - - . -m ` - _ _ :s: T_ _ UJI = �-I2 _ \ 4 �S _ .� c r., cQ �- DRAINAGE ESMT. \ _ .,.. ,.. ...,., R .--1 � PROP. �. � ...._ _._..__ ._. . — � - 6.43 \0 - ` PHASE 4- 6 15 ARD l i « ON RIPRAP a BOARD FEN '"� � F . �25 BRL 71 CL I \ � � ,�OP — ,„ w.- ----• ._... . �^,a��a '�. ''°` `,. ,'°°a°"• m �r- all � i�N + MT _ . � � . 'tip � - � 1 �` _ .w n - Z __ f �' TUNS NIIQ ADIIIKUSUMA -- -- — �= -- "" -- -- -- w,_ �. ,.. c. No. 26715 ..- NOTE. - ,,�o .. i. PHASE 2 -1A� ON BOARDfCE BOf N C�J PHAS 3SRAVEL __ " -- THE SOUTHEAST PROPERTY AND DUMPSTER PAD IOtV ASPHALT STORAGE AL :GREENING SHALL BE INSTALLED PRIOR TO --- ) / �,, PAVEMENT AREA 1/2" C s 21 2 r / M " ISSUANCE OF OCCUPNACY PERMIT ON BUILDING 02. 1 ,+ :... / . ''. . ,.'" .-.,„'`..• .,, ..°` 2. SITE PLAN REVISION $HALL BE APPROVED.: PRIVATE FORCE MAIN cP Q BOt LD. "-_ Ps € ` PRIOR ISSUANCE OF OCCUPANCY Y PERMIT �: � H SIDES �- /, �MEF. / 3. PHASE 3 AC.,1=S DRIVE D REAR PARKING > �.� cr / -.' `` &1k'a -- ._.._...... _.... —. _.•_ _..._ -.. "'' - 11. BAILS EASEMENT BEHIND BUILDING M SHALL BE PAVED AS SOON w� `�, � 1,� aw 1 f, ,� �� I� '1�0 �,�� I"t'� 11 r� ~ �... / . � .. � �.. � . s � REMOVE EXISTING PLUG Ula r�(1 (� tIRIC•iHT REETRIC: Tlr:, 146_ �3 t CONNECT INTO EXIST `'-- /" / y �� AS PAVING PLANT Is OPEN IN LATE MARCH 2m12 � s PROP. 2m' FCSA�,.. 8=� W,q / �"• ��$ -- F o 3J1 I i-IA t' i CLUC?IE 1 t11! 1 �111f : r 0H6TFUCTION WI-11411-1 �' W/L EASEMENT j ATE / e -. 4. PHASE 4 - V BOARD ON BOARD FENCE $HALL IN r 11r 1'T -11 1/4 BE / -' BE INSTALLED WHENEVER THE REAR STORAGE O •64-11-15 ING ~ - - «• PROF x AREA Is BEING UTILIZED. DON V 58 STOP INST. NO. ,e f SIGN ^'lop ZONE: MI USE: No.. ` �} -45' BEND :1� 41 0111 ✓ f ]�ww r w fr_• F • �.• '' / . F ` '`� // PAIMENT TIE IN ��8 M to ` SEE DETAIL SHEET I , T IL SH e,x FF T Co E-4 II ENTRANCE -._----- _._ ._ TM _ U- DOT SHADED AREA OPEN PAVEMENT CUT 's ry _ f; .' S ��'�/� „ *1+ __.-. _, 4j _ Ij. s6D Q ^ PROPOSED A AN� PLACNT �„= =sue ? - �. E-' tb -r. /� '"�/ W ED VARIABLE rma � {� � .c�---� V� e WIDTH SHARED t� z ACCESS ESM'T - —OF. 101 ��pRCE�IN IY 410 w ._ _- o� +�,\ m W O SAN. EEl ASEM1=Nr —, ,--, _ ,fi _ * H U) Ito J W_ ® �m• -CORE DRILL WALL OF EX, ,� TOP 4, U1 i-�.in yP. i� u \ 1 /A / .w If 11,1\ , ki P_ 11 c5 t rn !-a 1 1/2" FORCE MAIN 4 OUT 611q, W Q - CONNECTION INV=683.00 W W ' , N ~ SEE DETAIL(NS-09), SHEET 10. ` l*,, / z Q� �i � /f \ II I I I uGc O Lu :- - .. .•,y,... ... ...,. EX. BUILDING _ _. _._..__ UGc NOTE: UTLIITIE$ AT THE /X • ,. I SCOUR I" OF THE EXISTING I I EX. DOOR AX. 2% SLOPE / �. ENTRANCE WERE �. Q I I CONCRETE LANDING FOR X M _ ARKED BY MISS UTILITY ®�" Q►.��D CONCRETE OVERLAY I I I ��, I AND FIELD LOCATED BY I L — — — L — — — J G"' kr► / GREENWAY ENG. EX POUR NEW CONCRTTT q % / W �� PROVIDE 5-5/8 IA. .MAX. 833 a SLOPE �€:- BUILDING I I 2 D MAX. 833% SLOPE DOWELS t0 SECURE 2qo SLOPE CONCRETE OVERLAY - — — . MAXIMUM I, LIMITS EX. V-6 12" 1 OVERLAI 15 to s %� EX. SLOPE 5.5/8 DIA. EXCEEDS 5qo DGEIUELS 2' O... - :`��'�°� / % DATE: JUNE, 2007 ``R A f �J tp O/ ! MODIFIED LANDING DETAIL PLAN , MODIFIED LANDING DETAIL SECTION ,r = 30 0 30� SCALE: 1 30 N.T.S. N.T.S. �. 0. GRAPHIC SCALE IN FEET c / DESIGNED BY: ML FILE NO. 0518L SHEET 2 OF 10 EX. MII TOP o93.11 IFr INV IN) 07-67 0- `SCUPPER (m,,eE Lu A 1,�KF T, DETAIL SWEET) 10 1-1--1-- - 1 5 IN, Lu r) 1!3] TAIT.I.-IAT CHORD BEAIRIH�, CI 10RD LE 46111i; ) C LEN C-1 �FAXNG'!_[ N 6',,L-3 1 38'00" 83.46 51' 1 i _x 7z1 o' /W A1306266,KV 34.1 i70-72G - -9. —3t W 2'0 75 9 250.00 1 % JZ4W-L- C, _j , IDEWALK 56. ) -1 -, "') MI'2 7' w 2, )6 9.(�6' ::::E_1 S 52' cat Lu 0 LO H/6 51 00 ACc 02 >m 00 c� 0 02 L �'� I N LO CE OOR 1-1i 11 EA R I t K3 AN % cd ,4' 2 2'0 8 W 12, �7 5' LO CQ U " 0 1 01sr 6 270 NIN. SL L/ N 211*15"14" E. _6`1�� -7 Y­ CE'AREA PIE DETAIL) 00 I �3 37 `4 G E 5�-)JR8' -,Uv Ab C 12 47 Q) S 6 �'l 2'0 w v 152 10' -6 4 .ram LO W , 0 V1_4 (0 Q Q) V LO 1-4 E- rm4 Z_ 0 DOUBLE swiws 0 1z GATE b'WITH 06, F. 0? OVER HEAD -CG - 12A �4 W v) S,4 DOORS Q) 0 -big /00t_ ilk C6, rx % PI 10 ?PN 3! S— Is p p TI-L 64-A-DU pp WW-4-IESTER REGIONAL AIRP017t AUTWOMTY �p 18 \b is* Z D5 84 0 PG 1400 all Ism gl- 6\ P. ZOWs PH USE: VACANT IF VoE 22 > ;d fow 0 OFFICE AREA HASE 2 - ro BOA fiD K(JP05tU SE ON BOARD FENCE PROP p P EP &RA'YEL 5TOF, & t 5T z LOT OVER AD vi J. DOORS ONGTRUC •SIGN ON INTERM DIARNF-.­ HA, SIGN E CORP CM615LE EXCH A CRIES 77'\77 ­_7 (016 PARCEL 2 IN T. 2� NO. 710 8214 ZO E, 'El :4, ti TM. 64-A-M M1 U9E, CANT., V VIRSNIA APPLE STORAGE, M. 05 me rG lift ZONE 2:1 E__4 0 -SCUFF;= PHAS�� 2 2' X 12 Z_,::SCUPPE I_N� I' USE CO c\j PAL) W (SEE 50ARD ON 50ARD EXIST. DETAIL SWEET 10) 00 64 F _ENC (KEENING r-OND 1-JI... 2 L F? H 0 USE 4' 6- BOARD 6N BOARD FENCE eMG4 251 Ba' TUNG ADHMSUMA -12 Ile No. 26715 64, 6 z_ NOTE ONAL I. PHASE 2-BOARD ON BOARD FENCE BOTH ON PHASE 3 VEL : r. {/( THE SOUTHEAST PROPERTY AND DUMPSTER PAD ASPHALT STORAGE SCREENING SHALL BE INSTALLED PRIOR TO PAVEMENT AREA 165UANCE OF OCCUFNACY PERMIT ON BUILDING 02. r_­1 i 4'6HLD. 2. SITE PLAN REVISION SHALL BE APPROVED BOTH SIDES PRIOR ISSUANCE OF OCCUPANCY PERMIT 3. PHASE 3-ACCESS DRIVE AND REAR PARKING BEHIND BUILDING I SHALL BE PAVED AS SOON AS PAVING PLANT 15 OPEN IN LATE MARCH 2012 role 4. PHASE 4 - 6' BOARD ON 50AW FENCE SHALL TX 64-11-5 BE INSTALLED WHENEVER THE REAR STORAGE PROP AREA 15 BEING UTILIZED. DONOVAN TRIJCKWs STOP MST. NO 009*W458 Zfi ZONE: USE: NO. SIGN Z�q 6 E-1 PAVEMENT TIE IN E-1 > SEEr. DETAIL SHEET 10 ENTRANCE cj) E.. OPEN PAVEME NT CUT z cv MD REPLACEMENT L A61 "Ile E-4 ---------------------- cf) 0 z (2) 3 Z, FX, TOP 6c13Tr7'T N 6-11.91 \ r. OUT U) SO % \V/ VGE IT co 0 I t C9 DATE: DUNE, 2007 J0 0 J0 SCALE: 1" = 30' GRAPHIC SCALE (IN FEET) DESIGNED BY. ML All ff I A, FILE NO. 0518L SHEET 3 OF 10 07-67 GENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP `g 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. lion and siltation including detention ponds serving as silt basins during 2. Measures to control erosion g P b g construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick Count prior to construction in existing State right-of-way. Y P g g Y 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). be removed from the construction limits of the roadway before placing 8. All unsuitable material shall Y P g embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less .than one litter receptacle shall be provided at the construction site. 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 whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cat sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies g g P P P P must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. Vi. All work on this project shall conform to the ,current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall P Y govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in g g Ye P P y� accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be �n conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way.'" V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with. the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia. Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall' be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures: V14. All roadway fill, base, subgrade material, and backfill in utility/storm storm sewer trenches shall be compacted Y g Y/ P in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. EXISTING INTERMEDIATE CONTOUR-��-�••�- �••��-••��,. � a• ,.-�m��-��•••��' `�"`� � EXISTING INDEX CONTOUR °" " "330 PROPOSED CONTOUR 400 E L%I � EXISTING EDGE OF PAVEMENT __.__ _.._.e__ ..__ .__._. _,_ _.__._._.___.__.. __�_ ..._,l PROPOSED EDGE OF PAVEMENT PROP E/P EX C G EXISTING CURB AND GUTTER -- -- -- - - - - - - ------ PROPOSED CURB AND GUTTER PROP C�CG CG-6 0 CG-6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE _._.__..._ ..___ ._____._____ -�__.. _ __ _....... PROPOSED TELEPHONE LINE EXISTING STORM SEWER X, 15 Rcp "III, Vv PROP. 15" RCP PROPOSED STORM SEVER EXISTING SANITARY SEVER m PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE --- -..- -- .. -.--- --.--.-.- .•___._._.a.._ __ PROPOSED ELECTRIC SERVICE EXISTING GAS LINE _.___ _.__-____ ._______ _.____ __ ___ _ PROPOSED GAS LINE PROPERTY LINE FLOW LINE -�- - •••. •• -'- - ~' FENCELINE EXISTING POWER POLE - EXISTING TELEPHONE PEDESTAL i EXISTING WATERLINE W/ TEE PROPOSED WATERLINE W TEE IT ° / EXISTING FIRE HYDRANT EXISTING WATER VALVE ��.am ,� ,. pROPOSED WATER METER PROPOSED REDUCER STOP SIGN PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN- ff SCALE: 1 = 2000' Z ■�■■ LU UA Z Z W 0 °° .d- 1 0 Q � .� CV co C W LO � y c\ Z to r\ UJ b LU °� .0 -t � a� r+ � W y 0 w v� AA f � ., �•u�. �, , �� of;� Flo �CP �, Wi cheater �► dc11�' ,* M~ `, A�'p° > . G�+� " ® c Oo / ®ne® s epOttiy./ '' ��� r qt °j7 �%E `' / �°� ,P SHEET INDEX COVER SHEET 1 SITE PLAN 2 GRADING PLAN 3 EROSION AND SEDIMENT CONTROL PLAN (PHASE 1) 4 EROSION AND SEDIMENT CONTROL PLAN (PHASE 2) 5 EROSION AND SEDIMENT CONTROL DETAILS AND NARRATIVE 6 LANDSCAPE PLAN 7 PROFILES 8 SITE DETAILS 9 SITE DETAILS AND STORMWATER MANAGEMENT REPORT 10 RE`°P®N" I5LE LAND D I5TU ER M NAME: E CERTIFICATION'- [)ATE: THE RSPONSI5�. LAND pISTUR�R 15 THE PARTY RE5PON5115L1=®h p CARRYING OUT THE LANE) g15TURBl'NC ACTIVITY A5 5�T FORTH IN THE PLANS. O 0 � V) Z w A 0 GQ Z o A � W p" � Cn a c� W Z oaa o A o CO a H A 11-1 CQ 02 THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION OF PROJECT INFORMATION 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner "-,A engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662 4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum densityas determined b method "A" per standard PP Y P proctor AASHTO-T99, ASTM-D698 or VTM-1 as applicable. Density shall be certified by a, registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two 2 working days, but not more than ten 10 working days, prior to commencement of g O g Y O g Y p excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 24. All utilities to be located underground. 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be discretion, by VDOT on an account receivable basis following the installed b the developer or, at VDOT's di Manual On byTraffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. Y V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. v20.. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding; or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. on these Tans and/or as p p /specified! Vy3. VDOT Standard CG-12 Curb Ramps shall be installed where indicated,r b VDOT. PROPOSED SANITARY LATERAL CLEANOUT 10 SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O EASEMENT LINE ..L.._�.. a...._.__ ......,_.._. ___...._. CENTERLINE .3,� 4 EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION 35 � X EXISTING TREE LINEa.�*. .,e,P U TUNE Nib ADHIKUSUMA Lie. No. 26715 ® �11 S I OVAL PARCEL. IDENTIFICATION N❑. 'TAX MAP: 64-11-16 LOT 16 STREET ADDRESS: INDEPENDENCE DR. PARKING TABULATI❑NS TOTAL AREA: 2.99 ACRES PROJECT AREA: 2.00 ACRES BUILDING 1 DISTURBED AREA: 2.00 ACRES OPEN SPACE: 1,24 ACRES ❑FFICE: 1 SPACE PER 250 SF� 250/250 = 1 CURRENT Z❑NING: M-1 IND❑❑R REC: 1000 SF @ 1 SPACE/20OSF = 5 CURRENT USE: VACANT DIRT TRACK FOR ELECTRIC CAR RACE: NONE REQUIRED: 6 PROPOSED ZONING: M-1 PR❑VIDED, 6 PROPOSED USE: WAREHOUSE/OFFICE/MULTI REC OUTDOOR LIGHTING: NONE PROPOSED, ANY FUTURE WAREHOUSE: 1 SPACE PER EMPLOYEE LIGHTING MUST BE HOODED REQUIRED: 2 AND AMBER IN COLOR PROVIDED, 2 SIGNS: ALL SIGNS MUST CONFORM TO SECTION 165-30 PER FREDERICK BUILDING 2 900 SF ❑FFICE/2,700 SF WAREHOUSE COUNTY CODE TOTAL LOT AREA: 2.99 AC OR 130,224 SF ❑FFICE: 1 SPACE PER 250 SF 900 SF/250 = 3.6 TOTAL BUILDING AREA: 9,600 SF REQUIRES` 3.6 PR❑VIDED, 4 FAR: 9,600 SF/130,224 SF =0.074 WAREH❑USE: 1 SPACE PER EMPLOYEEco REQUIRED: 2 PR❑VIDED, 2 SETBACKS: OVERALL PARKING: FRONT: 75 REQUIRED: 14 SPACES REAR: 55 PR❑VIDED: 17 SPACES HANDICAPPED PARKING: BUILDING HEIGHT: MAXIMUM PROPOSED REQUIRED: 1 SPACE 60' 12' PR❑VIDED: 1 SPACE W Im IMM UJ F' U E 4 -<4 Q ►�"' W W a E 4 W � Z Z (� � m r W O Co� U r♦ W .1 �g > ►-� O ' Q4 U W SURVEY AND TOPOGRAPHIC INFORMATION 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: 2005 (Year) 2• Horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING 2007 (Year) 3. Supplemental topographic ma in performed b PPmapping P Y� GREENWAY ENGINEERING Dated: JUKE 2007 FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com Y P 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and a deposit pp pay p 2. mark the to location. 3. coordinate installation with the engineering -assistant. OWNERS CERTIFICATE The foregoing Site Plan of the land of CONSTRUCTION INTERMEDIARY EXCHANGE CORP. (BRUCE MCKECHNIE) is with the free consent and in accordance with the desires o e un ersl ne ,owners, ro properties and trustees , g tees if any. Alice ut, _10 - ZO%Z 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c The distance between the to of the cover and the co ersetter shall to be between 18 and 21 inches. P PP d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: coordinated with the Authority'sengineering assistant. of the service lateral is to be dfees b An A lication for Service must be made and fees aid before work will be in. b) The locationpApplication c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. DATE NOTE: ALL CRANES OPERATING ON SITE SHALL BE REQUIRED TO HAVE AVIATI❑N ❑BSTRUCTI❑N FLAGS AND/OR ❑BSTRUCTI❑N LIGHTS VISIBLE DURING SITE PLAN APPROVAL ❑PERATI❑NS AND MUST BE LOWERED AT NIGHT n UNLESS LIT, IT IS THE CONTRACTORS RESP❑NSIBILITY NAME OV �- T❑ PROVIDE FLAGS AND/DR LIGHTS. INTENDED HOURS - AND DATES OF CRANE ❑PERATI❑N SHALL BE SITE PLAN NUMBERS �-C� � C❑❑RDINATED WITH AIRP❑RT ❑PERATI❑NS SUPERVIS❑R NO LESS THAN 24 HOURS PRI❑R TO CRANE W❑RK,U��� W W � w W > U1 IMM ♦n C0 APPROVAL / � FR ER,ICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL T ' FIRE MARSHALS NOTE Fire lane a s' na e:� „ n Any No Parking signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshals Office. TRIP GENERA TION DATA Project Name: WESTVIEWBUSINESS LOT ,6 CEN-TRE Project Number: 0518LW CLASS USE DWELLING UNITS *TRIP RATE TRIP RATE ,USE VPD d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the I10 GENERAL LIGHT INDUSTRIAL 3600 SF b.gi/1000 5 b.q7 25 Magisterial District: Date of Plan: (Month, Day, Year) meter. The Authority will install all sewer laterals. -715 MULTIPURP05E REGREATIONAL FACILITY 6,000 5F CIOSHAWNEE JUNE 2007e) 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA ON FROM ITE TRIP GENERATIO 1 7TH EDITION TOTAL VPD 115 DATE: JUNE, 2007 Owner: Address, Including Zip Code & Telephone No. 289 INDEPENDENCE DRIVE TT �r UTILITY CONTACTi�J SCALE: N/A 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12, FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. J.W. LOVELES AND SON ROOFING WINCHESTER, VA. 2260 540-722-440 Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 Developer: SAME AS OWNS Address, Including Zip Code & Telephone No. SAME AS ABOVE DESIGNED BY: ML FILE NO. 0518L Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 10 HANDICAPPED PARII'ING NOTE Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 07-67 OFFICE BUILDING SHALL COMPLY WITH THE VIRGINIA 4 TA SCUPPER (SEE' UNIFORM STATEWIDE BUILDING CODE AND SECTION 304, USE DETAIL SHEET 10) GROUP (BUSINESS), OFJHE INTERNATIONAL BUILDING CODE/2003. OTHER CODE15 IBC/ANSI A111.1-03 ul ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES. N, SIDEWAL It i I &1 1, ;, I - I I I I H/C SIGN' EX15T. 0r-,,&iNAGr-_ rzem'T. rn3 F-r, C\2 ACCES Lu 0 PACTED VE T(-) 5E AF_�,4iAc)oNr=LD DATE: 11-23-2010 FIELD C�ANGED: w co CQ 1-0 LINE OATH THE ORIGINAL APPROVED PLAN SHOWING E-ONE GRINDER >m 02 't PUMP MODEL 2014 WITH :DUPLEX CONFIGURATION WHICH a, 1 0 CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH C1.z 95*38'00" 50.00 83.46", 55.17' N 26*33'12" W 74.10' C2 3*06'26" '630.00' 34.16' 17.09' S 70*17'29" E 34.16' C3 2*07'59" 2500 9.31 f 1 4.65' ,,S 52*37'51" W 9.31' 7c 2* 12'48" �MOO" 9.66' 1 4.83' /1 S 52*35'27" W 9.66' CO PROVIDE MORE RELIABILITY PUMP AND WILL FUNCTION AS r. rn --11 ODIFY L 1%, $- 10-, "? -- 19 A BACKUP PUMP IN THE ONE PUMP 15 FAILED. ICE AREA W'15END, 1: 2% lo _MN. 5 OWNER UNDERSTOOD THE BENEFIT IEEE DETAI PF'DUPLEX IN c\2 CONFIGURATION,` HOWEVER DUE TO COST ISSUE, THE OWNER v c" \0 FIRE HYDRANT ASSEMBLY "I ui P-lb Q) Q) I hp -A '49 0� AND e-nWT;P�Ar_Tn;P 10, 11111 1 Wr� 1111TUAR-11=1 tzv 10 tl_ f-i ep 14 CONFIGURATION PUMP AND REQUESTED GREENWAY aLO W V0,0- Y'll D . 11, Q (0 LL5K ENGINEERING TO REPLACE THE DETAILS SHOWN ON THE DOUBLE SWING WATER 1w k iEIF '05 'o, GATE VWITH 44 1 E46820 PLAN WITH TH SELECTEE) ZOELLER MODEL E6820 E- �%4 CG-12A k I SCREENING C.O. INCLUDING SPECIFICATIONS AND, DATA. OVER HEAD 'dRINDER PUMP A DOORS 15-E DETAILS, SWEET S Q3 V2 00 �4 I'll 40 N 0 01 DOMESTIC PIP CIO (0 WATER �V Pt fly / A (0 R TM. 64-A-159A %.� 0 0 , 1,, 0 0 0* WINCO-ESTER REGIONAL. AIRPORT AUTHORITY ' ?&b 0/ (? y. 3 \e) q Aa- 05 S42 PG 1400 ?\Appvl\ -d ZONE. MI USE: VACANT To-y\ Mph 0 Z T- r-- P, vo �4 I;ol N W o OFFICE A �D PHASE 2- (VIBOARD wo S.F. C* 40 , . . . �i \ I .�11 11;�i z 0 Z If 0 O� �D 0 YARD . 0 _.- - — R /* F,0Pd5EP PHASE 5 ON 50A "D FENCE pROP05f-P C7K/-'1VC:L- sToRAC71E 5T0_RA6E YARD LOT 16 CvRAVEL r1i T.M. 64-11-16 ell 12 DOORS z ll000l, sr PT 1+,3r7. 7 0 V) PONCTRUCTION INTERIME H/C SIGN 0 t(j " 2� DIIAR� EXCHANGE CORP. 6615LE PC 1 -4-6 J —9- PAI;rEL- 2 "o- 2.99 ACRES .......... .... 19 Mi USE-, VACANT . - . - . ­�_ I . I — kl,- �­ R. T.M. 64-A-155D 0 08214 Ei INST,--NO. 0700 ZON' -Al VI%INIA APPLE STORAGE, INC. x C4 DB obs PG 1105 rX4 FROP.20'FCSA o W/L EASEMENT i loo, -7- ZONE: MI V D D5 USE: INDUSTRIAL SCUPPER FH BOARD ON BOARD EXIST, DETAI FENCE 5CREENING PT 1+45.1 cr) CO c\2 Ap- FXf 2 "Ct­ POND 4 cv -I cQ lnl PF�PP. DRAINAGE ESMT. WL PROP. DRAINAGE ESMT. 15, X 15, PC 1+36A3 ASE 4 V BOA RD L ON BOARD FENCE 25, JqRL CL. I RIPRAP H op N T. ... . ..... . 'ABA 9,12 TUNG -DHIKUSUMA r. Lie No 26715 W 0 AIL ASE 2-50ARD ON 50ARD FENCE BOTH ON NL Al 6 -�e - 1, 1 ­ 1�1 --, 7, 1. P14 PHASE GRAVEL As- THE SOUTHEAST PROPERTY AND DUMPSTER PAD ASPHALT STORAGE SCREENING SHALL BE INSTALLED PRIOR TO 11 Pvc ISSUANCE OF OCCUFNACY PERMIT ON BUILDING 42. PAVEMENT AREA 11/2 SDR 21 4'6HLD. 2. SITE PLAN REVISION SHALL BE APPROVED PRIVATE FORCE MAIN BOTH SIDES PRIOR 155UANCE OF OCCUPANCY PERMIT Al�It14,11( I F,:ASEM 4 1'5E.E P- El 940 FIG IBSO 3. PHASE 3-ACCESS DRIVE AND REAR PARKING . . . REMOVE EXISTING PLUG ATE ?a EA5RI"IENT. 5AID EA5EMENT BEHIND BUILDING I SHALL BE PAVED AS SOON Toy.1"EVAT N AN�).'OUILIDINCs HEIC-sHT RESTRICTIcAqs` •4 CONNECT INTO EXIST A AS FAvM PLANT 15 OPEN IN LATE MARCH 2012 PROF. 20'FCSA all role -"N r-�, L CON15TRUCTION LU11141N WATERMAIN gt ­-TI 4. PHASE 4 - V 50ARD ON BOARD FENCE SHALL W/L EASEMENT 1/4' BE - 'k -- — — — — — — — T.M. 64-11-15 1 y BE INSTALLED WHENEVER THE REAR STORAGE PROP• K--c — sw AREA 15 BEING UTILIZED. DONOvAN TFwxiNrs STOP Fm INST. NO. 000614458 SIGN -4 IV 145* BEND ZONE: MI USE: IND. z Ile ON E-1 Pka A VTER MENT- TIE Iq SEE DETAIL SHEET I' f CG-IVENTR� %NCE-/, JI-0) 0 _UT AREA OPEN PAVEMENT r 71 DOT SHADED IR I N=wn AN Imp _2�� ! I ly 0i VARIABLE . . . . . . . . . . & ui <� z PROPOSED y1v 0 �,r �_ , t z WIDTH SHARED 75-M . - �D _ZZ-11 ----- 1 2 ACCESS ESM'T ,FORCE MAI'N 0 OF. 16, E-4 SAN-EASEMENT 0 U) k E W_ E D ------- -, / I CORE DRILL WALL OF X A Top,, U) 7 EXISTING MANHOLE FOR N 611.(on131o� OUT 11/2 If FORCE MAIN CONNECTION INV=683DO W 0 cle) I,EE DETAIL(ISIS-03), SHEET 10. 4#t r)# v'' . j rx, k 0) uj kv — �31 WATER d) UGE I �"�- ._ > METER EX. BUILDING UGE� 0 SCOUR I" OF THE EXISTING EX. DOOR ENTRANCE WERE I I NOTE: UTLIITIES AT THE 0-1 CONCRETE LANDING FOR AX. 2% SLOPE Ar �p V' /�ARKED BY MISS UTILITY 0 e 'k.q) AND FIELD LOCATED BY w CONCRETE OVERLAY Qj �� W W Y GREENWAY EKG. �/ t� 4 �16 2 Ex. uj POUR NEW CONCRTET PROVIDE 5-E7/8" DIA. MAX. 833% SLOPE• BUILDING MAX. 833% SLOPE (60 DOWELS TO SECURE MAXIMUM 2% S.OpE CONCRETE OVERLAY plTSEX. 5UILDING 111 1� 3 15' X. �40 0� VE,'RLA) 1_�_ 57518" DIA. k" /EX. SLOPE ,� / / / EXCEEDS 5% 1w D6WEL5 2' 0 A, DATE: DUNE, 2007 q MODIFIED LANDING DETAIL SECTION MODIFIED LANDING DETAIL FLAN wo a, io 0 io SCALE: 1" 30' N.T.6. N.T.6, 4'.0. GRAPHIC SCALE ,. '� %i /l / DESIGNED BY. ML IN FEET) // REVISED P.C. PARKING 4 RAMP NT5, i� / , FILE NO. 0518L .. SHEET 2 OF 10 f / /� / EX_MH TOP 693,11 IKIRry 07-67 LINE BEARING DISTANCE L1 N 74*22'08" W /12.75' L2 N 21*15'44" E 63.73' L3 S 47*37'46" E J 59.88' L4 S 63*12'06" W 32.1 Of lip mi 1/61"IPPE� (SEE/ Inc LLI C, t rA D ETAIL SHEET lo) 15 Afl,C LENG TAI11G,[NT Z-H—( BEA______X_ CUR�1E 13IN )Rf_ '38'00" .5 1 95 0. 83.46' 74.1 o' 70' 7'2p 3'06'26" 630.00 1 e 9. "1 W ID WALK 2*07'59 /,50.00, J)7, 50.00' '27" V� 9.6/5, 2'12'48" 2, 9.66' S 52" C\2 1319 Lu 0 LO H�c 61 00 >m cc\\22 It AN ACC 0 9— 0 C 10 c INE r,)A Vi co T OOR Rom E Z ____ I f, II FAR 1�7 )'i - I Ka(7, 22�11(� 0 PIODT, I N 4'22'08" W 1��__75' �'r L uj w .4 (10 OFFICE AREA 1% 'IN. SL 251 0, Lu (D e, 0 S 4_1737 11'�T E 59.88' R C,.;C,- DETAIL) 0 Lu 111 06" W Y 32 10' 00 LO M to E_ v1- DOUBLE SWING GATE 6- WITH 'SCREENINC3 -CG 12A 510? DOORS OVER HEAD (a(D 'I Q) rh 04 0 � f��'`# P� � if �' � s � pa A`,�0 � I - YA m. TA 64-A.&M \DO OW-4-IESTR 14;842 PG WWoo . py wt--r \,PIsm op Z ZONES MI USE: VACANT ko PooM W Jd boo, _,boll 3p OFF0 ICE A 1_� v) T)t-c)!::,E0 P SE 3 1� ON BOARD FENCE pRop F_p-6�,AVEL (0'50ARD Wo Sy:_ PHASE 2 5TO is OE 0 ul '.,,\,/EL 5T0 YAP-0 A— — To_ OVER AD CO YARODOORS ism 0 LOT 91 'A T. . 'T 1 0 A ON.TR6C ON INTERMkDIAR'� 4C H/C,51GN 'A %�Vf rV.vAN_AqP UE CORP.CORp. ESSIME I ro 7 PARCEL- 2 r T11 64-A-BSD IN T.�,NO. 070 8214 ZO Ei Mi (5 14 E PSWALjg-7­ VIIIiSINIA AFrLESToRAGE, W USE- CANT lift 01 C\2 ZONE: MI cv CO 21 �,<PP H AS E 2 SCUPPER (SEE r*fAIL SHEET 10)',--- Tp",L-, 8) 64 FENCE 6CPAD WITH BOARD ON BOARD E,`X ITT. -`• �....- _...r...._. / ' �° A o c EENIW_3 _5 Tqpzf'plbEFR " Op PHASE 4- o'BOAFRD ON BOARD FENCE 4 2.5 Alit & & ( (0a, Lie. No. 26716 0 TUNG NM ADHIKUSMA' "12 — 7' NOTE: ---------- ------ L I. PHASE 2 -1�;A�FD ON BOARD FENCE 56fH O"N___ PHASE 3 6RAVEL THE SOUTHEAST PROPERTY AND DUMPSTER PAC) ASPHALT STORAGE SCREENIWa SHALL BE INSTALLED PRIOR TO PAVEMENT AREA ISSUANCE OF OCCUPNACY PERMIT ON BUILDING 02. 2. SITE PLAN REVISION SHALL BE APPROVED 4'SHLD. kill. 50TH SIDES PRIOR ISSUANCE OF OCCUPANCY PERMIT 3. PHASE 3-ACCESS DRIVE AND REAR PARKING BEHIND BUILDING I SHALL BE PAVED AS SOON cc AS PAVING PLANT 15 OPEN IN LATE MARCH 2012 4. PHASE 4 - 6' BOARD ON BOARD FENCE SHALL TJ*t 64-11-5 BE INSTALLED WHENEVER THE REAR STORAGE PROP _ r/ ' °�\/.,. �' `` TRllCKJW3 AREA 15 BEING UTILIZED. DONOVAN STOP NOT oomwaa SIGNIBE: IND. �7&zv uj . . ... E-4 PAVEMENT TIE IN 7 > SEE DETAILS 10 7, CG-II ENtW CE o cf) LIJ -I E­4 OPEN PAVEMENT__CUT z MD REPLACEMENT 7� 7// kt / 4D L 0 "X 14 E­1 z cf) im Ile, EX. TOP 601,151\ N (o 11.131 M-- ti.,,,.,.. -- ... -.,. ` ®, OUT 611.90 z 124 _ a u G4_ co C2 DATE: JUNE, 2007 Co J0 0 J0 SCALE: 1" = 30' GRAPHIC SCALE (IN FEET) DESIGNED BY. ML FILE NO. 0518L SHEET 3 OF 10 07-67 X a 0 0 O N 00 N 00 3 d U O i J 00 1.1 L0 0 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work an this project shall conform to the current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR - - - - - _ _330 ` -- -' " SCALE: 1" = 2000' County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INDEX CONTOUR ____-------- Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a ____®W� __-____ 330 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall PROPOSED CONTOUR 400 construction, must be provided prior to issuance of the site development permit. The approval of these plans in govern. P / is agent of the responsibilities EXISTING EDGE OF PAVEMENT EX E � Vj���� �1 LU no way relieves the developer or h onsibilities contained in the Virginia Erosion and Sediment g pUA Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health PROPOSED EDGE OF PAVEMENT PROP E/P ; Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation EX[ST)Ir1G CURB AND GUTTER EX C&G off` _� (VDOT) and Frederick County prior to construction in existing State right-of-way. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in 3 o< G° •!�`o'' accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control PROPOSED CURB AND GUTTER PROP C&G 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. r' <�. 'wi the ter t��,l�, � o` Z required under State law. S�\Q, ae TRANSITION FROM CG-6 TO CG-6R CG-6 � CG-6R � 'k�Q :�i, Airpor� !� ,�°�°,�. •' �" o � � V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic h e�de� m LO 5. The exact location of all guard rails will be determined b VDOT personnel. A joint inspection will be held g P j Y P / P Y companies. EXISTING TELEPHONE LINE - Y� 0 �� a- C g Y P j P signal poles, unction boxes, controllers, etc., owned b VDOT or private public utility com anie�. It is the - T - - - - T - - - - T - - - I ,9 e c� It with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict PROPOSED TELEPHONE LINE T (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from 0 co cu 0 EX responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to this responsibility. EXISTING STORM SEWER . 15' RCP q� °7 ATE a „" cn an Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject PROP. 15" RCP RO°d o y, 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision PROPOSED STORM SEWER Z representative of the developer must be available at all times. s rehall be the responsibility of the developer. /� ,a`' ■ �+ r p P P EXISTING SANITARY SEWER - - - - .._- - - - _- - -. d. _, f �� f ,, ■ii� of 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use PROPOSED SANITARY SEWER � '' y U o , .t Control Devices MUTCD . permits for any work within VDOT right-of-way. S- V7. If required b the local VDOT Residency Office, a re -construction conference shall be arranged and held EXISTING ELECTRIC SERVICE - -E- -- - -E- - - -E- - - -_-- 8. All unsuitable material shall be removed from the construction limits of the roadway before placing q Y Y P g U v� n �T � N w embankment. by the engineer and/or developer with the attendance of the contractor, various County agencies, utility PROPOSED ELECTRIC SERVICE E SHEET INDEX companies and VDOT prior to initiation of work. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less EXISTING GAS LINE - -�- - - - - - - - - - - COVER SHEET 1 0) W W than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any $_1 o undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required PROPOSED GAS LINE G SITE PLANE 2/� •N >, 10. All roadside ditches at grades of more than. 5% shall be paved with cement concrete to the limits indicated or requested inspection. GRADING PLAN 3 14 y on the plans and as required at the field inspection. PROPERTY LINE °D 0 p q P ®®- ®� EROSION AND SEDIMENT CONTROL PLAN (PHASE 1) 4 � � � V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent 5 w to 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall public roadway via a construction entrance that is constructed and maintained in accordance with Section FLOW LINE - -► ... - ... ... ® ... EROSION AND SEDIMENT CONTROL PLAN (PHASE 2) 5 0 be minimum 6" diameter and conform to VDOT standard SB-1. 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected FENCELINE x x x EROSION AND SEDIMENT CONTROL DETAILS AND NARRATIVE 6 by this project shall be maintained through construction. The Developer shall have, within the limits of the LANDSCAPE PLAN 7 12, Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion EXISTING POWER POLE 8 one litter receptacle shall be provided at the construction site. and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous PROFILES basis for proper installation and operation. Deficiencies shall be promptly rectified. EXISTIING TELEPHONE PEDESTAL o SITE DETAILS 9 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to SITE DETAILS AND STORMWATER MANAGEMENT REPORT 10 entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end EXISTING WATERLINE W/ TEE --®-W-- -- -- -W-- -®- J+-w-® -- whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free of construction. condition at all times. PROPOSED WATERLINE W/ TEE W �T� R5P0N51�� LAND �f STUR�R o Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum EXISTING FIRE HYDRANT ~ 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict D& U) sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, points. EXISTING WATER VALVE __W - - -w- - - -w_ ®- NAME: W and connections to existing lines. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered PROPOSED WATER METER W 0 CERTIFICATION: a 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current during the course of construction shall be immediately brought to the attention of the engineer and VDOT. standards and specifications of the Frederick County Sanitation Authority. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved PROPOSED REDUCER W QAT�; r '' by VDOT. - f , 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT STOP SIGN prior to construction. The contractor shall inform the engineer of an conflicts arising from his existingrepresentative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be THE RE5PON51BLE .AND ID15TUR ER P g Y � P P P g q P PARKING INDICATOR utility verification and the proposed construction. present to insure the sample obtained is representative of the location. When soil samples are submitted to t private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 15 THE PARTY RE5F�ON515LE FOR 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards W result of his construction project within or contiguous to the existing right-of-way. and procedures. HANDICAP PARKING CARRYING OUT THE LA'10 p15TURBING F4 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted ACTIVITY A5 5ET FORTH IN THE PLAN5, Q must be provided to Frederick County Public Works Department prior to issuance of grading and/or site in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within VEHICLES PER DAY COUNT 100 > development permits. plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT PROPOSED BUILDING ENTRANCE THESE PLANS ARE IN CCNFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION 19. The developer will be responsible for the relocation of any utilities which is required as a result of his Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION TH 0 project. The relocation should be done prior to construction. specified otherwise. PROPOSED STREET NAME SIGN PROJECT INFORMATION 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/er as PROPOOSED SANITARY LATERAL CLEANOUT S - - in accordance with state law. In the event gravesites are discovered during construction, the owner and specified by VDOT. ARK D, SMITH engineer must be notified immediately. PARCEL IDENTIFICATI❑N NU, TAX MAP: 64-11-16 LOT 16 PARKING TABULATIONS g Y No.022837 SANITARY MANHOLE IDENTIFIER 12 V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet STREET A-T�aLR�r_.'_3`y:. INDEPENDENCE DR. p 21. The contractor is to verify field conditions prior to and during construction and notify Greenway F�iginearing VDOT minimum design standards and is the responsibility of the developer. BUILDING 1 at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. STORM DRAIN STRUCTURE IDENTIFIERTOTAL ARIL-Ai2.a9 ACRES 1,500 SF ❑FFICE/4,500 SF WAREHOUSE O ` V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be PROJECT ,AREA: 200 ACRES �10 -L 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard installed by the developer or, at VDOT's discretion, b VDOT on an account receivable basis following the DISTURBED AREA: 2.00 ACRES ❑FFICE: 1 SPACE PER 250 SF proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered Manual On Uniform Traffic Control Devices. Y �' EASEMENT LINE - OPEN SPACE: 1,24 ACRES 1,500/250 = 6 professional engineer and results submitted to Frederick County prior to pavement construction. If a - REQUIRED: 6 eotechnical report has been prepared, it should supersede the requirements in this note. CENTERLINE - CURRENT ZONING: M-1 �, L 01, g P P P P q V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the CURRENT USE VACANT PR❑VIDED: 6 start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way EXISTING SPOT ELEVATION X 735.4 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices PROPOSED Z❑NINGi M-1" P Y P P P .ii � WAREHOUSE! 1 SPACE PER EMPLOYEE r or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of may be obscured. PROPOSED SPOT ELEVATION X35 PROPOSED USE: VAREH❑USE/ ❑FFICE REQUIRED; 2�' 1w excavation or demolition. Names and telephone numbers of the and operators underground utility lines in EXISTING TREE LINE a �,,,�.a.ae,® ro«,� OUTDOOR LIGHTING; NONE PROPOSED, ANY FUTURE PROVIDED: 2 M Frederick County appear below. These numbers shall also be used to serve in an emergency condition. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. LIGHTING MUST BE HOODED Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road AND AMBER IN COLOR HANDICAP PARKING: 24. All utilities to be located underground. and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified ,SURVEY AND TOPOGRAPHIC INFORMATION ��` copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking SIGNS: ALL SIGNS MUST CONFORM TO REQUIRED: 1 SPACE { 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. stone depths, a VDOT representative shall be notified and PR❑VIDED: 1 SPACE Z`T P � P given the opportunity to be present during the SECTION 165-30 PER FREDERICK construction and testing of the density control strip. 1. Boundary survey was performed bg Note: Any place within these plans statingGreenway Engineering, shall represent Greenway Engineering, Inc. Y Y P Y W r, COUNTY CODE BUILDING 2 c FCSA CONSTRUCTION NOTES GREENWAY ENGINEERING Dated: 2005 ��`"� V20. Asphalt concrete pavements shall be laced in accordance with Section 315 of the VDOT Road and Bride 900 SF ❑FFICE/2,700 SF WAREHOUSE P P P g (Year) TOTAL LOT AREA: 2.99 AC OR 130 224 SF Specifications. Density shall be determined using the density control strip as specified in Section 315 and 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be 2. Horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING 2007 TOTAL BUILDING AREA: 9,600 SF ❑FFICE: 1 SPACE PER 250 SF submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the E-i 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. opportunity to be present during the construction and testing of the control strip. (Year) 900 SF/250 = 3,6 Co� > FAR: 9,600 SF/130 224 SF =0.074 REQUIRES: 3,6 �/ �--, 3. Supplemental topographic mapping performed by: PROVIDED: 4 Q 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger GREENWAY ENGINEERING Dated: JUKE 2007 a � shall be explored below the bottom of the excavation to determine the type and condition of the foundation. W 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to WAREHOUSE: 1 SPACE PER EMPLOYEE placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, OWNERS CERTIFICATE SETBACKS: REQUIRED: 2 w � 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation PR❑VIDED: 2 Z FRONT: 75 ® r W O stabilization shall be determined by the engineer and approved by VDOT. The fore foregoing Si$e Plan of the land of � 6. When an existing water main is tapped for the installation of a new line: g g REAR: 25' HANDICAPPED PARKING: H E 4 a) The Authority shall furnish all labor and material. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. CONSTRUCTION INTERMEDIARY EXCHANGE CORP. (BRUCE MCKECHNIE) SIDE: 25' REQUIRED: 1 SPACE Q; co ® b) The contractor must: is with the free consent and in accordance with the desires PR❑VIDED: 1 SPACE W = U 1. make application and pay deposit V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified of the undersigned owners properties and trustees if any. BUILDING HEIGHT: MAXIMUM PROPOSED > 2. mark the tap location, by VDOT. 60' 12' b W 3. coordinate installation with the engineering -assistant. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in W Q TOTAL PARKING REQUIRED = 16 SPACES 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. accordance with VDOT's installation criteria. Final approval of the ' PR❑VIDED: 16 W pp guardrail layout to be given by VDOT after DATE NOTE: ALL CRANES OPERATING ON SITE SHALL BE W grading is mostly complete. REQUIRED T❑ HAVE AVIATIEN OBSTRUCTION FLAGS 8. The Authority's maintenance department shall furnish and install all water meters through 2 in size. 04 It is the contractor's responsibility to have the meter box assembly installed correctly. - APPROVAL AND/OR ❑BSTRUCTI❑N LIGHT' VISIBLE DURING ❑PERATI❑NS AND MUST BE L7WERED AT NIGHT `w Before a permanent meter is installed: FIRE MARSHAL'S NOTE a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. UNLESS LIT. IT IS THE C❑N RACT❑RS RESPONSIBILITY R grade. Fire lane markin T❑ PROVIDE FLAGS AND/OR LIGHTS, INTENDED HOURS b The frame and cover shall be set to final gs and signage: /� - - G' ,�1lau �� ! �/� c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. Any "No Parking" signs and yellow painted curb locations will be installed FEED RICK COUNTY ZONING _ADMINISTRATOR DATE' AND DATES OF CRANE OPERFTI❑N SHALL BE �.,.w . .b.a�� �-.�, d All components of the meter box assembly shall be in p g by field inspection at the direction of the Fire Marshal's Office. *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) COORDINATED WITH AIRP❑RT ❑PERATI❑NS SUPERVISOR �/ 5�-ate p y proper working order. P YEARS FROM THE DATE OF PLANNING APPROVAL NO LESS THAN 24 HOURS PF'I❑R TO CRANE W❑RK, 9. For water and sewer services that connect to existing Panes: TRIP GENERATION DATA Project Name: Project Number: ®�J I. r: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. b) An Application for Service must be made and fees paid before work will begin. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD WESTVIEW BUSINESS CENTRE c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the 110 GENERAL LIGHT INDUSTRIAL 1,200 SF ro.91/1000 SF ro.9l 50 Magisterial District: Date of Plan: (Month, Day, Year) meter. e) The Authority will install all sewer laterals. 115 SINGLE TENANT OFFICE 2,400 SF 11.5-1/1000 SF 11.51 2S SHAWNEE JUNK', 2007 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, TOTAL VPD 18 as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: JUNE, 2007 30139 GOOSEPOINT CT. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). CONSTRUCTION INTERMEDIARY EXCHANGE CORP. PORT ROYAL, VA. 22535 UTILITY CONTACTS 888-502-8685 SCALE: N/A The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read Water/ Frederick County Sanitation Authority Phone: Verizon remotes are required. Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No. Winchester, VA. 22604 Baltimore, MD 21297 SAME AS ABOVE DESIGNED BY: ML 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and (540) 868-1061 (301) 954-6282 BRUCE MCKECHNIE its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Power: Allegheny Power Gas: Shenandoah Gas Co. FILE NO. 0518L HANDICAPPED PARKING NOTE P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. SHEET 1 OF 10 Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602 ®,7-6'7 no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 OFFICE BUILDING SHALL COMPLY WITH THE VIRGINIA UNIT PRM STATEWIDE BUILDING CODE AND SECTION 304, USE GROLIP EB (BU6INE56) OF THE INTERNATIONAL BUILDINGUA \ � ,,• / ,, / � / / / 9 � / GODE/2003. OTHER CODE IS IBC/ANSf 4II1.I-03 . // / / / / ACCESSIBLE I'lAND USEABLE BUILDINGS AND FACILITIES. \ \, W z Z SID WALK '•' f I , V� Lu02 / / / / / / / / / �,0 CCU-12A H/ RAMP }° I I I / f 1-1 \ ` \ CD CD 1-4 ! !H/ N • g' ` EXIST. 1�RAINAG�E E5MT. D5 8Gb8 F G 1105 / c� `r / ~ \ Q Q) •5 ao () r•; ;. / / ! VAN A� SSI LE °;' `r '' -' o'• i �(�'J` � - � TD BE �BAI�DONED LINE DfF/ •� tanCOO I an LINE FEARING DI ANCE L1 N 714'22'08" W 2.75' L2 N 2b ° 15'44" E 63.73' L3 S 47937'46" E 59.88' / L4 S 6 ' 12'06" W 32.10' CU VE LTA ANGLE ADIUS ARC LENG - TANGENT CHO BEAR14d CHORD/LENG'TFV C 1 / 95'38'00" 50.00' 83.46' 55.17' N 6'33' 12" W 7 .10' / 3'06'26" 630.00' 34 16.1 17.09' 70' 17'29" E 4.16' C3 2'07'59" 250.00' 9.3 ' 4.65' iS 52'37' 1" W 9.31' C4 2-12'48'% 250.00' 1 9. 6' 4.83' S 52.3 -27" W / 9.6,6' (1 �� / as / / / / \mm� ' OFFIC /AREA ?. , ` 90' BEN15\ \ / J / _ uii > 0 a) I 1,500 SF.LU FIRE HYDRANT ASSEMBLY / W 4 a►n an jpv/ / j/ / / ` / a'/ 5 �R � / / J / /) 1-� � a' \ -- PR9POSED Bu1LDING �1 � j4�� DO IESTIC "� `r _. - S,k.AB EL �V = 680 00 ! 'WATER _ — — — r / / / o / / / ✓ / J J ,,�°3� r: / s / -' / /,' / / / / / / / / J / / / / P '��� t✓ / : ' i / / ! fRCOo�00SF. CG-12ADOO4,, o CR HEAD OORS GATE 6' WITH SCR NIN _ _ \ an �, / G -6R / ''\ w to 10 ' X JO . CONC.: / ODOR r1 �N �� / / / .. ' DUMPSTER PAJa / . / BAC • <. � � . millKFLOW n �a 1 'a 0B� . \ 'I-! SC(2EEf�tiNCx VALVES..\. DOMESTIC Pam'" ' ,--'••' ,'' � � // Wm ,� / / • �..12 x 4 LQ�4D.ING WATER r / WINCHESTER / / / %iSPyAG REGIONAL AN�'P�RT Al1fiHORITY/ / /�' / • \ m / 1 Q8 842 PG 1400 1 / / / o / Z MI USE: VIACANT / / % PiROPOSED• RAVEL . : E/ONE GP-2014 TORAGF y 4RID ' GRINDER .PUMP DOOR ' — `. 3 `, J / Z -S�E DETAILS, SHEET OOO PROPOSED B IL NC�TCE-AR=/ / J / / / / / ,�'' / � / / � • . ,/ s' . . / . � � • \ `-' .. � , -.. - ' •�L'9`�-�.0-(d 900 S.F. ��•.• --, .�i \ �� Y _,. "..- '- """ ••--..' ✓ ,� "' � � l y . , 6' BOARD 6N BOA�p FENCE / / / / \ \ ` '' . - : •/ 3 600 SF _ OVER AD / / // LOT 16 \ 12 x 45. LOAD.l1�i=t . ' - _ •• �1 - J / TM.:64-11-16 � \ •. '� - SPACE. -•-• �4) •---�---;.:.:j '� •" . DOORS ONCTF4U TION INTERMEDIARY �,� _ ---+ i — - _ _ is PT = I _ L-111G SIGN J r - - _ ' `" _VA►y 4CCESSIBLE *~ / INS NO2.9 00ACRES `-" — _ _PC `i►o29 — — -PARCEL 2- T11�i USA-t/A214 ZONES � — — — — — — _ '' T.M. 64-A-159 ' *NT:— _ _ — — "� _ --� R — — VIRGINIA APPLE STORAGE INC.V I t — _ — o- __ _ B ON BOARD FN C: � ".�°- ifJ --- PROP. 20 FCSA � \ \ : r _ _. m._ _ EW-' / \ _ ' i _ _ r��r.�� -- �` \ \ — —�••_' — .. --.._ _ W/L EASEMENT ZONE: MI \ \ _ EXIST. / \ - R - .,._--CIS . 2�"CMP - PR9P. DRAINAGE,ESMT. I RISER WL ro .2 PROP. DRAINAGE E5MT. 15, X 15' `PC = I+36.43 6(04— ——15f-BRL — I — CL. I RIPRAP `` `'`,. V' O \ \ WA 6�6 _ —y — — MARK TH — IN, \ b No.022837 10 --- - __— --�_�� — "— - _ 612 i %� ` O C ONAL ASPHALT PAVEMENT GRAVEL PAVEMENT 1 1/2 PVC SDR 21 PRIVATE FORCE MAIN cP 4' SHLD. / - / s� BOTH SIDES / / ! / r r kXiST. ICx1 1UN /EASEM�1T` SEE �?F3 840 f=G 990 � f �'� FOB-t�ET�.1E'S RELATED �O EASEMENT. SAID EASEMENT / 'gyp `�`� s�.3 REMOVE G STING PLUG 4, __ - .._..._ - - .._.._ --- - ! a'DOE TS�NOT PVA nE�BU�UDILDI CONSIRUGIONTIUIITNlO s' PROP. 20' FCSA g�� E T INTO EXIST- ! ' / W/I EASEMENT WATERM �N / i/ y -- _s HI5�ASEME" . o T.M. 64-II-15 PROP ; 11-1/ " BE CK .-.. — — — — — — Z DONOVAN TRUCKING STOP INST. NO.OW9,14458 SIGN y — � --rc -"""05 "-- / ZONE: MI USE: IND. 45 BEND E­4 PA I�HEN"E_JN_ M----._,_8,TER t A -IN �,! _ _ — - • _ j. SEE DETAIL SHEET 10�1' / CG-Il )=NIRANCE S �? 4�88" — r� DOT SHADED AREA OPEN PAVEMENT CUT --- 3II?�0 ��� _ Z / o / DENOTES A AND • REPI..ACEMENI � - -� = ~ / "�- - -- • 7,, �' , a PROPOSED VARIABLE � � � ___•__---- Y� �n' % (i r' F+ U SHARED �- h I/2 ". P :. CD / ! / / ,,• ACCESS ESM'T ' `- _ R 21 FD -- — -'"' AIN SAN. EASEMENT"in / Q ~ w / /� _ ~ 'EXISTING MAINI4OLE FOR IN,, IN 611.131 w W 1 1/2" FORCE -MAIN - ��,, h, ' �. OUT 011.90 CONNECTION INV=683.00 ` \ N JEE DETAIL(NS-09), SHEET 10. \ \ • UG�` "` 2 -sue - - 1 ------ U GE l� fE— `1 Q f a UGE tJ Q i NOTE: UTLI ITIES AT THE / '�/ Q�j,Q j ; - co ► ENTRANCE WEREit• MARKED BY MISS UTILITY f / i� �' Q fb Q� .z AND FIELD LOCATED BY _ I G ENWAY ENG. / `` t Q � oz �:. o\ ! /C / DATE: JUNE 2007 30 0 30 3 ��� / i� / /SCA " 0' ��� I, / t ! /1 / J LE: 1= GRAPHICSCALEFEET) DESIGNED BY: ML C/ / Il FILE NO. 0518L O h� SHEET 2 OF 10 4-07 07-6'7 f j \ co a0co LINE (BEARING DISTANCE L1 N 7\4°22'08" W 2.75' L2 N 211 ° 15'44" E 63.73' L3 S 4�i37'46" E 59.88' / L4 S 6 ' 12'06" W 32.10' LEI Z CuE ELTA ANGLE ADIUS ARC LENG TANGENT CHO BEARI CHORD /LENGT /95°38'00" 50.00' 83.46' 55.17 N 6°33'12' W 7 .10' / 3`06'26" 630.00' 34.1 1 7.09' !�, 70-17'29" E 4.1 6' C3 2"07'59" 250.00' 9.3 ' 4.65' /S 52°37' 1 " W 9.31 ' C4 2" 12'48'/ 1 250.00' 9. 6' 4.83' 1 S 52"3 '27" W / 9.6/6' � x' to c `< / / 0�LV >~ �� / / / / / \ 'o o °� OFFICE/AREA / 124 or���m 1� / I�mm/sF. \ / /LEI40 // PR914O5ED44ILDING *1 s,LAS EL V = 68m mm / ' :' 1 16 .::'°' r 8� . �":' • • ,,,•'� • / / 6,m SF. /' / l9�`a?�• �, �°!oy . .P. s, J .-- '/ / / / / f � ai a Ism TIt 64-A-159A law WINC 4ESTER REGIONAL AIRPOW A p"IrY\ / / / / �� % �� ° / / 78�'` / Q5 842 PG 1400 / � � � � . .r / ism ROPOs��LDINk�#2UE: YCANfimmm_. i oZOE: z LOT- 16 ONCTR ON INTERM DIARY` EXCHA ©E CORP.: / - '' i f // - '' - /:- �• - 2.98 CRES' .. ---�---.:; '' ` . -'. -- — _ 61(0 — ._ — 6-..�— — _ � _-._ `80 �: IN `NO. 070 8214 ZO — — — — — _ r g — — — _.yam — — — — — — — — �4-A-12-' _.-. — E — ti — t 64-A-159D— 1 ANC:— _ \,II�SINIA APPLE STORAGE, INC 2:1 gLqeE ilia ®" mo ZONE: Ml �' �. \ . IND TRIAL \ \ EXIST. -- \ \ POND s s \ - EXIS . 2 "CMP� RISER POND 78 ,- ' � .......� ,, , .. � � mac? / ^rd G - `-„mow rr olt: - 6, \ 4----- _ + , r gill ,! 251 /_ ► MARK D, SMITH . 9 i-- - - - 1 -- - - \ No, 022837 W 00*1 i\ \ ASPHALT PAVEMENT GRAVEL PAVEMENT --.._.,—.-.--_._-- f 84 f �� -._...cam / / DONOVAN rRUCKMG `- -- �� -.- - W "� , / / / INST NO.000614458 /V -- E- ZONE: MI USE: ND.cf) 71 Lu F4 E 4 / / / .' / / � ( � - ` - S �� ,�-• \`� 41 S /fie '�_ - � � -+ 1 _ EX TOP 601. 51\ W W / \ IN '/1N b11.131 OUT (oll.c-10 LLJ Lei _692 _ w ucE _ n- Q lip UGE UGE \ UGE \ O _v t, Q �� , W to ti a 0 \ �A / I ` / DATE: JUNE, 2007 0 0 JD �� vj� �/ / / SCALE: 1" = 30' GRAPHIC SCALE DESIGNED BY: ML (IN FEET) Y co (9 / / jf� �� FILE N0. 0518E SHEET 3 OF 10 07-67 m a IR ch M N 0 0 N rn N 3 U) ru a 0 J 00 z a� c c w J V) 0 0 CU " VE ,DLLTA ANGLE §ADIUS ARC LENGT TANGENT CHO © BEAR1146 CHORD A-ENGT C 1: 95'38'00" • 50.0( 83.46' S5.17' N 6°33' 12' W 7 .10' f Q12 3'06'26" 1630.00' 34.16,E 17.09' S 70°17'29" E 4.16' , C3 2.07'59" !" 250.00' 9.31' 4.65' /S 52°37' 1" W 9.31;f C4 2'12'48'%r 250.00' 9.6`6' 1 4.83' /I S 52°3 '27" W 1/ 9.6,,6' r� J e /r e !J . , fir' !a^x g,� ` ! / ` x`� ti . • ! • c Q� ,' FF / 31 r' ,�Ate' ter'• f. ! - — _�„�._ _._ -..._ .__ .,,. T.M. 64-A-159A ,` - WINCHESTER J . ; j j .. REGIONAL AI - DB 8 RPGORT ,4{JYHOR(TY..- 42 PG 1460 ZONE: MI USE: VACAN i=" ,, ! ` ; ! . . • �` . • . , `�• / . _ � �� - ._.. __ -.... ___ -p� A. ?i — — LINE BEARING DISTANCE L1 N 74.22'08" W F`12.75' L2 N 21.15'44" E 63.73' L3 S 4T37'46" E ,'" 59.88' L4 S 6,3° 12'06" N! 32.10' .'r LOT 16 _ ' •T:M.:64-ii-96 1. _ ' , 17� �l'ION iMli'ER11�fE®IA�Y�_ I EXCHANG O 83 ACRES m,.A..,_ ._ • ___- �.. ..._ __ -- _._ ._. ___ _...__ ___ ._ ----_ --- -.-- _,_.. w __ T N®. 07000821 _ 2._ T t _.... _ 4 __ BONE' �� �-�,�„��. � , T.t~I hod• A ihCANT- AP , INC. --• - STORAGE, �F'G •Ili Y RC�I APPLE E � 1 •,t i m s� —1 ZONE: ... USE: INDUSTRIAL 4 X X_.....----•�..� F�IS�fi 2 RiS ER PO NDIE X UL G612 ,•.-. ._-._ ..-- - _---- �' .ram. , i ; ... ..f >!.� to . Z-�- ,`_ --— '\. 1 t _._._ _ ....._ _........_._ __,.- _. ... _-.. _.,.. r ' r P r r -- / T_ L7� SP1.� 1105 y--.-__- - - w.. __._ - iP • -.-. -. °"ro``" 4 \ .s „ v - v_ ASPHALT PAVEMENT GRAVEL PAVEMENT r•- r �/ __.. EXIST-. VIC��TIC7N � vEMFNT SEE �E;)a 8.40 PCB 990 FOB 1 ETA11.S RE 4TED TO EASEMENT. RAID EASEMENT E5LATE5 TO EtirYAT16N AND •BUILDING HEIGHTiRESTRiGTi0f45 CE M ,• ,•_... __ ..__. ___ r F'~ ` -°" `• i� .j 4ND'" DOES NOT PGtwUDE'UU(LDINCz GONSTiRUCTION WITHIN ' ,. -THIS ,..ASEMEIyT. RF r - DONOVAN TRUCKING o- ,.. �_ r _ F,,, INST_ NO. 0614458 ZONE: MI USE: IND.% , till 3 B - BLAIRTON SILT LOAM, 2 TO l PERCENT SLOPEly S ° \ �-= - _• �� •� / - -- ?��> i�� .' ." 50IL5 MAP sCALE: 1" = 150' THIS MAP UNIT CONSISTS OF MODERATELY DEEP, GENTLY SLOPING, MODERATELY - �`""AMAM __.._ Cis` r' �1 WELL DRAINED TO SOMEWHAT POORLY DRAINED SOILS. _ ��_ X_--•-_.__ _ __ . _ ..__ __._ ._, �' TYPICALLY, THE SURFACE LAYER 15 DARK BROWN ABOUT 9" THICK THE SUBSOIL 15 e� YELLOWISH BROWN AND EXTENDS ABOUT 30" THICK FRACTURED SHALE IS AT A - �'- --��.., µ, ��'�-�..�—.--- � `�• '\�" ~- � � `�- � `S�` ��,, �' DEPTH OF ABOUT 36 ".00 PERMEABILITY 15 MODERATELY SLOW AND AVA IAWATER L BLE CAPICITY IS LOW. � C� EX. TOP RUN OFF 15 MEDIUM. THE EROSION HAZARD IS MODERATE. NATURAL FERTILITY AND ---- ~ �' ` 11 IN v1N 6 11.9 i ORGANIC MATTER CONTENT 15 LOW. THE 5U5501L HAS A LOW SHRINK SWELL L--^-,.....,-.,..-.-•- .... �. ' � .__ . f OUT �a-If 4ID POTERT(A/�� ,�'� 41 C - WEIKERT-BERKS CHANNERY SILT LOAM i TO 15 PERCENT SLOPES m' `:;;>_ _...,, �' _� QQLN THIS SHALLOW AND MODERATELY DEEP, STRONGLY SLOPING AND WELL DRAINED - cn ry "`mot `',( �/ O _ _ _ �� x. t.0, / SOIL, IS ON ROLLING LANDSCAPES ON RIDGE TOPS. A - __ . @ 1u __ — O Q V GE ( !r U TYPICALLY, THE SURFACE LAYER IS BROWN ABOUT 3" THICK THE SUBSOIL IS - UGE '� UGE U UP E��/ YELLOWISH BROWN ABOUT 9 THICK WITH THE U 0 / G " E SUBSTRATUM ABOUT I HI ' �� -' !D QrQ B 5 THICK I� Q BEDROCK 15 AT A DEPTH OF 15"• 4,VQ`V� PERMEABILITY IS MODERATELY RAPID AND AVALIA15LE WATER CAPICITY 15 ' - kZ ' ,`�� �� VERY LOW. RUNOFF 15 RAPID. THE EROSION HAZARD 15 SEVERE. NATURAL ( { FERTILITY AND ORGANIC MATTER IN THE SUBSOIL 15 LOW. THE SHRINK SWELL f % '. J Q� POTENTIAL IS LOW. --__ 30 0 30 GRAPHIC SCALE ! (IN FEET) � `r1/ ✓ r ' C �• ;b- �� CO m, .......... 0 H 5 E� A 0 z W W z lil o CO' ^W `V CO 1 61 U CO Qu Zx LO C\) a� U MARK MITH No, 022837 � k'52'l-01VAL ~ we 0 W 1 U) Z w U a > � CO w Q� �4z O r-t m w O U Cl) v m w Q W Q 04 Qw ::� > cl) O a' w W DATE: JUNE, 2007 SCALE: 1" = 30' DESIGNED BY. ML FILE NO. 0518L SHEET 4 OF 10 07-67 Y -v a rn Oi (M N 0 CD N N (in ru LA C) 00 LO 0 Z 0) L CU w 0 a� 0 it ', r •V �r( .•.. Y F.- 4> >-T TAJ r r r''� `�� / f .J• </ i• ,/ iC // / (' 1' t F 03 AG r fP P 000,00 10 FINE ,'' CURVE ,DELTA ANGLE RADIUS ARC LENG :' TANGENT CHORD BEARI CHORD /LENGTR:l 'C1,/ 95'38'00 150.00, 83.46'f' 55.17' 1 N 6'33'12",W 7 .10, C 3'06'26" 630.00 34.1 C' 17.09' S- 7O-17'29' E , 34.16' C3 1 2'07'59" = 250.00' 9.3}' t 4.65 VS 52.°37'S1" W J 9.31' C4 1 2° i 2'48'%'' 250.00' 9.66' 1 4.83' S 52°35'27" W I / 9.6:6' ell 00 01 00 0 LC 00 T.M. 9,4-A-I59A > / \ ARE A 0.2 AC WINCHESTER REGIONAL AIRPG;yRT AUTHORITY, ! ` / C = 0.0 " ZONE: MI USE: VACANTw" 10 i t a 'T. .Fitt• [Y•i19 1X.7 ^.,_ / «.+.. _„_._ _ •. ..'` y-y ( NCTFIU Pw tom;\ �T10i4 NTERNIEDI.�I'iY EXCHRNCE.CORP. 2-99 ACRES 1 INST: NO. -0700()8214 " LC li�i AC 20NE.� t / USE. All - ► . Ul- / __..... tEXI PONDIST. 24 GMPR15ER _x L 612 °9a+m 1 1 — 2 L - �L B , -- - EXIST >; , r�(",a — EI-ESMT DfS O5 aT_p gE , M — _,. 4, _-- ' _ p y_ ABA t�C4N�© -• --"- �� 5 / -,. ..ice /. C'"- I -„f• '-•'- `r- ".. -.... -••- .,,,.. i fps° j - � - PH 1 5� f i? AVEL PAVEMENT = -"•" / �- ,- - ......._e.,,..z. � ASPHALT PAVEMENT EXIST. At!IG-AT1ON l A5EMENT SEE Da 140 FIG S9Po FOR-'I5ETAIL8 REL;iTED TO EA5Ei''1ENT. SAID EASEMENT f` w RELAT-E-S TO E-L-EVAT.ION ANQ -6UI!_DING HEIGHT RESTRICT 16I 57 w " AND' DDES'-NOT PREGLUIDE-'BUILDINCx CONSTRUCTION WITHIN T.M. (64-II-15 DONOVAN TRUCKING / ` r INST. No. 000614458 t r ZONE: M1 USE: IND.' LINE FEARING DISTANCE L1 N-/4'22'08" W A 2.75' L2 N A ° 1 5'44" E 63.73' L3 S 4 , 37'46" E 59.88' f` L4 S 6 °12'06" W 32.10' J` _ OVERALL D}RA INA6 AREA MAP"01°- ,f"." _ ,.,,,° /l/,,fi } t' �`/s r' 'r ✓f _.---_.._.._r' \ ri "� '�"�""^,:",�`''�.�\ '� �3 t "i�,'q �s� tZ �r-�:J� �,f" ) j J•' J 'r i r ✓ t` r Ji. +.1 �� �` r /'� � \�'q �' j �,.r / �-^•� e � � S — l !j r' ` .� ` '1Y..,L? - \� - ..-:' p-. �l i� 1+r .".r-^-\ f✓� rir rf �' ,..' ` I AREA TO 5TR. # 2 A = 22 58 AC. < _ _ 41 C = 0.55 CA = 12.4200000 , 400 SCALE: 1" 200' ER051ON/5ED IMENT CONTROL LEGEND NO. KEY 6YM50L DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION mm ENTRANCE 3.05 X SILT FENCE 3,01 IP STORM DRAIN INLET PROTECTION 3.08 CIP CULVERT INLET PROTECTION 3213 DD D TEMPORARY DIVERSION DIKE 3.10 Fp FD TEMPORARY FILL DIVERSION 3.11 RWD RWD TEMPORARY RIGHT OF WAY DIVERSION 3.12 DV DIVERSION 3.13 ST — TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 320 CD --' --' ROCK CHECK DAMS 333 SD SO SODDING 338 TP 0-0-0 TREE PROTECTION LIMITS OF CLEARING 4 GRADING �� �� DRAINAGE DIVIDES T11.64-A 159D -.V. IRGINIA APPLE STDiAGE, INC. --fl5' eb i £36er`�G 1105 ZONE: MI ` ` el . USE: INDUSTRIAL \ \. L CCU Rom# = 2, 2 .(o AC._, 30 0 30 Ca0, �, "-°� GRAPHIC SCALE. CIF TC ` (lNY- ET) t 10 z r r% PH I Al 40 gg t Z�e °= i ��'-li..-._'��• ' ��� S : pit ` `-��1 '• F 2 IJ R( —.. '\;,g .,\. / j' � �§,/ mmw _",/ pft '�6✓ `>""'...e v) Y i' • O V of-''/5-- U -� UGEhJ UGE U N•Lu \ / «r � �\ / •� .r is f ,tit ��•�� � , ; II EX, TOfo8i..�-f t'J OUT o71,w `�g. ' SO a 7 /z// 1" a z W W z z Lu LO c 00 w 0 ��0 U Qu 3 tic >ql, C\2 c Lu Lu U aLOblo Q Y/ MARK D, _7NITH No.022837 W F �Z a W E' Cl) E- <!� cf) .4 I� O T w z 0 �... CO E-c/�) j0 W H w I✓ 1 w Z Q Q W cl)�--, O I4 DATE: JUNE, 2007 SCALE: AS NOTED DESIGNED BY ML FILE NO. 0518L SHEET 5 OF 10 07-67 .o a N N 0 0 N 0D N 00 d z 0 W W t� O Ln 0 E Ln Z S a Cn c 0) c 0) I= W J Ln 0 a� i~ 0 STONE CONSTRUCTION ENTRANCE 70' MIN. A EXISTING J' PAVEMENT fiL7ER (LOIN-� 6' MIN. qWUKAXE BERM SIDE ELEVATION EXISRNG GROUND 70' MIN. B WASHRACK 10' MIN. (OPTIONAL) a to, MIN. 12' MIN. EXIST?NC PAVEMENT VDOT /1 I ►-POSflW DRAINAGE i0' MIN. COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPEM77ON 12' MIN. 3" MIN. 3" MIN. Fl"m CLOTH SECTION A -A REINFORCED CONCRETE DRAIN SPACE SECTION B-B SOURCE ADAPTED from 198J &ylond Stendards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/M❑UNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 tbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass )K 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia, 125 (los, General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs, - Seasonal Nurse Crop)K)K 20 lbs. 150 tbs Low -Maintenance Slope (Steeper than 30 - Kentucky 31 Fescue 108 lbs, - Red Top Grass 2 tbs. - Seasonal Nurse Crop)K)K 20 lbs. - Crownvetch wxw 20 lbs. 150 tbs Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed, Ix)K Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,❑ct. Annual Rye November through February Winter Rye If Flat ea is used increase to p30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low-maintance mixtures during warmer seeding periods, add 10-20 Lbs/acre in mixes. BL 0 CK & GRAVEL CURB INLET SEDIMENT FIL TER c- WIRE SCREEN RUNOFF OVERFLOW WATER WITH SEDIMENT t - CURB INLET O I '�- :�-.�,�����^ate i� i�►���Z�������i �r:;i=•""`fir �•�%;; ��'•„= SEDIMENT WIRE SCREEN 2' X 4' WOOD STUD SPECIAL APPLICATION FILTERED WATER . MIN CURB INLET THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. ° GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3,07-8 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. s'MAx. _-•� �,. �• � _ I i � FLOW 3. S TAPLE STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FLOW 4- 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment CoIItrol,VA. DSWC PLATE. 3.05-2 Sherwood and ®pant TABLE 3,31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS °QUICK REFERENCE FOR ALL REGI❑NS" Planting Dates Sept, 1 - Feb, 15 Feb, 16 - Apr, 30 May 1 - Aug. 31 Seeding Species 50/50 Mix of Annual Ryegrass (Lolium multi-f lorum) Cereal (Winter) Rye (Secal cereale) Anual Ryegrass (Loliium multi-florum) German Millet (Setaria italica) Rate (lbs./acre) 50 - 100 60 - 100 Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover, SILT FENCE CULVERT INLET PROTECTION r-- ENDWALL TOE OF SILT FENCE TOE OF DISTANCE IS 6' MINIMUM ® IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 1.0' 1.5' FLOW tV00T #3, #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC I RIPRAP PLATE. 3.08-1 rAN At A. 1 6 • •.iiiiii• ��� j �� j ! :� CLASS 1 RIPRAP PLATE 3.20-1 PIPE OUTLET CONDITIONS A A e SOURCE: VA. DSWC � I 1 a�I •%,.�a�� ;ice 6��.Wmo • r , I 'IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL PLATE 3.10-1 DESCRIPTION THIS PROJECT CONSISTS OF AN INDUSTRIAL SITE OF APPROXIMATELY 3 ACRES. CONSTRUCTION WILL CONSIST OF A 100' X 60' BUILDING, AND A 60' X 60' BUILDING WITH A SERVICE DRIVE, PARKING LOT AND A GRAVEL CONSTRUCTION YARD. PUBLIC WATER AND SANITARY SEWER WILL BE EXTENDED TO THE SITE FROM INDEPENDENCE DRIVE. APPROIXMMATELY 2.0 ACRES OF LAND WILL BE DISTURBED FOR THE NEW CONSTRUCTION. THE TOTAL IMPERVIOUS AREA CREATED BY THE NEW CONSTRUCTION IS APPROXIMATELY 0.98 ACRES THE SITE DEVELOPMENT WILL COMMENCE SHORTLY AFTER THE EROSION AND SEDIMENT CONTROL PLANS ARE APPROVED, ESTIMATED START DATE 15 AUGUST, 2001. DURATION OF CONSTRUCTION FOR SITE IMPROVEMENTS IS IS 4 MONTHS. EXISTING SITE CONDITIONS. THE PROPOSED SITE HAS AN AVERAGE SLOPE OF 5.2 96 AND DRAINS TOWARDS THE SOUTHEAST. CURRENTLY THE PROPERTY IS VACANT LIGHT INDUSTRIAL LAND, THE MAJORITY OF WHICH IS TREE COVERED. THE SITE HAS AN EXISTING 5TORMWATER POND FOR THE ADJACENT DEVELOPMENT TO THE NORTHWEST NORTHWEST AND IS TRAVERSED BY A NATURAL DRAINAGE CHANNEL, WHICH DRAINS TOWARDS THE SOUTH. THE SLOPES ALONG THIS CHANNEL AVERAGE 3%. ADJACENT PROPERTY THIS SITE IS BOUNDED ON THE NORTH BY STORAGEAUAREHOUSING, THE SOUTH AND WEST BY INDUSTRIAL/COMMMERCIAL AND THE WEST BY VACANT LAND OWNED BY THE WINCHESTER REGIONAL AIRPORT. STRUCTURAL MEASURES: INSTALL A CONSTRUCTION ENTRANCE (3.02) AT THE ENTRANCE TO THE SITE OFF OF THE SHARED SERVICE DRIVE WITH THE DEVELOPMENT TO THE EAST SILT FENCE (325) SHALL BE INSTALL AS SHOWN ON PLANS TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OUTLET PROTECTION (3.18) SHALL BE PLACED ON THE OUTLETS OF ALL STORM SEWER CULVERTS TO REDUCE EROSION, UNDERCUTTING AND VELOCITIES. INLET PROTECTION DEVICES (3.02X3.08) SHALL BE PLACED ON INLETS TO STORM SEWER PIPES, CURB GUT SCUPPERS AND CULVERTS TO PREVENT SEDIMENT FROM ENTERING ACCUMULATING: IN AND BEING TRANSFERRED BY THE PIPES. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE 15 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 STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. ADEQUATE OUTFALL THE RUNOFF FROM THE SITE IS INTERCEPTED BY PROPOSED DITCHES AND STORM SEWER PIPING AND 15 DISCHARGED INTO AN EXISTING ONSITE STORM WATER MANAGEMENT POND . THIS SWM POND HAS BEEN SIZED TO ATTENUATE PEAK STORM FLOWS THE SITE TO PRE -DEVELOPED FLOW RATES. STORMWATER MANAGEMENT SUMMARY THE RUNOFF FROM THIS DEVELOPMENT SHEET FLOWS DIRECTLY INTO A NATURAL DRAINAGE CHANNEL LOCATED AT THE SOUTHEAST CORNER OF THE SITE. THIS EXISTING DRAINAGE CHANNEL COMBINES THE RUNOFF FROM THIS SITE WITH THE UPSTREAM PROPERTIES AND DISCHARGES INTO AN EXISTING FARM POND LOCATED ON LOT 11. A DRAINAGE ANALYSIS WAS DONE ON THIS EXISTING FARM POND, WHICH WAS DETERMINED TO BE ADEQUATE IN CONTROLLING THE POST DEVELOPMENT CONDITIONS TO THE PREDEVELOPMENT RUNOFF RATES FOR THE 2, 10, AND 100-YEAR STORM EVENTS. SEE STORMWATER MANAGEMENT REPORT FOR WESTVIEW BUSINEES CENTER, LOTS 11,12,14,15 16 AND 11 PREPARED BY GREENWAY ENGINEERING, SEE SHEET 10. MANAGEMENT STRATEGIES: CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT 15 CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE GLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER # GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK PERMANENT STABILIZATION:, ONCE CONSTRUCTION IS COMPLETE, ALL DISTURBED AREAS NOT BUILT UPON OR PAVED SHALL BE COVERED WITH A MINIMUM OF FOUR (4) INCHES OF TOPSOIL. FERTILIZER, SEEDING AND A BLANKET OF STRAW SHALL BE APPLIED TO THE TOPSOIL. STORMWATER MANAGEMENT: NO STORMWATER MANAGEMENT IS PROPOSED FOR THIS SITE. MAINTENANCE PROGRAM: BE MAINTAINED BY PERF®RMINGTTHE FOLLO�WINCS INSTALLED ON THE SITE SHALL I. THE SITE SUPERINTENDENT SHALL INSPECT AILNL EROSION AND SEDIMENT CONTROL DEVICES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. DAMAGED OR DEFICIENT CONTROLS SHALL BE REPAIRED OR IMPROVED IMMEDIATELY. 2. THE SITE SUPERINTENDENT SHALL INSPECT DAILY THE AREAS OF CONSTRUCTION ACTIVITY TO INSURE EROSION CONTROL EFFECTIVENESS. ADDITIONAL MEASURES SHALL BE INSTALLED IMMEDIATELY WHERE DEFICIENCIES ARE FOUND. 3. PERMANENT EROSION CONTROL MEASURES INCLUDE THE INSTALLATION OF RIP RAP AT STORM SEWER OUTFALLS AND THE ESTABLISHMENT OF GRASS ON EAPOSED SURFACES DISTURBED IN THE CONSTRUCTION PROCESS. EROSION AND SEDIMENT CONTROL PROGRAM: I. HOLD PRE CONSTRUCTION MEETING ON SITE WITH INSPECTOR. 2. INSTALL CONSTRUCTION ENTRANCE. 3. CLEAR AND GRU4 THE AREAS NECESSARY FOR INSTALLATION OF UNDERGROUND INFRASTRUCTURE AND STRUCTURES. 4. OBTAIN INSPECTOR'S "APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 5. CLEAR AND GRUB REMAINDER OF SITE. 6. ROUGH GRADE THE SITE AND BEGIN UTILITY INSTALLATION. 1. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. 8. FINAL GRADING. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 10. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR NOTE: FREDERICK COUNTY PUBLIC WORKS AND ENGINEERING DEPARTMENTS RETAINS THE RIGHT TO ADD AND/OR MODIFY THESE EROSION AND SEDIMENT CONTROL MEASURES DURING THE CONSTRUCTION PROCESS, WITHIN REASON, TO ENSURE ADEQUATE PROTECTION TO THE PUBLIC AND THE ENVIRONMENT. 1% SEEDING SCHEDULE (SOIL STABILIZATION): I. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 332 OF THE VESCH. 2. SPREAD TOPSOIL AT A MINIMUM DEPTH OF FOUR (4) INCHES. 3. INCORPORATE PULVERIZED AGRICULTURAL LIMESTONE INTO THE TOPSOIL AT A RATE OF 92 LBS. PER 1000 SQUARE FEET (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 FERTILIZER AT A RATE OF 23 LBS PER 1000 SQUARE FEET (1,000 LBS/AC.) 5. SEED ALL AREAS WITH A SEED MIX CONSISTING OF 61% KENTUCKY 31 TALL FESCUE AND 33% RED TOP CLOVER 6. MULCH ALL SEEDED AREAS WITH STRAW MULCH APPLIED AT A RATE OF 3,500 LBS PER ACRE, ANCHORED WITH CUTBACK OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CONSISTENT WITH THE VSECH FOR 4VAC50-30-40 MINIMUM STANDARDS: I. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT 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 CONTRACTOR 15 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 VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER 15 ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO 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 UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE 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 SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT 15 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 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BA51N 15 UTILIZED. 1. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION 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 15 CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. II. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE 15 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 BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONEROD15LE 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 CONSTRUCTION OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING OR CRO55ING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE 15 COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING: STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: 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. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO IMINIMIZE EROSION AND PROMOTE STABILIZATION. 11. 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 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 D15POSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT 15 REMOVED IN THIS MANNER THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 16. 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 501L AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PERMISSION OF THE FREDERICK COUNTY INSPECTOR 113. 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. 20. 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 RIVER5, STREAMS AND OTHER WATERS OF THE STATE. ej i>• Au z z UA a LO CO C 07 1 C\I 00 U bp 1 co c M~ t+-a � N � , rn O o 0, ► to U Hi:, A aU o N >, 'd w to z O F, A ARK D, SMITH No, 022837 OA�s (/ Zk,V7 �� %AL F W j > W E- u 4 Irv., 04 I w Q Q W E-+ �yy 04 � �� -+ CO F- E­1 (D® ® O In E-+ W W W Q Z Q W (0 O W o W DATE: JUNE, 2007 SCALE: N/A DESIGNED BY: ML FILE NO. 0518L SHEET 6 OF 10 0'7 - 6'7 ►5 Z"'Ir/ TA lo CU,RVE ,DELTA ANGLE ADIUS ARC LENG fi TANGENT CHO D BEARI CHORD /LENGT . `C 1 / 95`38'00" ' 50,00' 83.46', 55.17' N 6.33' 12" W 7 .10' t 3'06'26" 630.0' 17.09' 70-17'29" E02 4.16' C3 2`07'59" / 250.00 9.3 ' 4.65' /S 52`37' 1 " W 9.31 ' " C4 2" 12'48; 250.00' 9.. 6' 4.83' /1 S 52°3 '27" W t 9.6,6' 16 00' OFFICE/AREA t �3�PROP05ED BUILDING 01 -1 r' �; �' -' /! , ' SLAB El. v`V - (oSm.mm �41 .'r f P ^ ! r ,' �OR 4 { ' l / .''Q "'" / • • - / sd/ / / � 46 > ./ ..— ...._ _,........._ __^ _..._ ... -_ .. wti .__... _... �„ r'' ,F \\\ , (Aits- wy ch i / I , Tri. 64-A-159A /� .PS— I ,�` r,r �.�,f � / !�, f r ; , • � - ; ; � , .,, / � e, 5 _3 �. -. � ,.... 1 t � ,; -� t \ WiNCHESTER REGIONAL AiRP&3RT Aur�oRITY; � ,r ,. , f' W ��¢' : i' • - ' � ' , \ ��/ ..t- . ,.. ,,..,� �, fl \ \ P5 &442 PG 1400 �' ��� '�, . / , . •. - .. ,� �,,.,.r-''' � .r•« _._. - --p' � I .ZONE: MI USE: vAGAN r f � ,. � '`.. / \ .,-,•' -r"' .ter } l i PROP05ED IDI B LNCx �2 e / r.. ` SLAEB-FL.h�m gmm S.F. r ,. AA !� f _- V/ — T.M. 64-A-159 DVIRGINI / A APPLE .1105 _ ZONE. _. -. USE: INDUSTRIAL t\ r . _ _ __ --• .. __ '•.-.. � ( �� �� EXIST. / P EXISji" 2 P� RiSER - 2 I 1 `• `' ` -. _ _ - "CM WLP , ONp `o � �1 -- ._ -- ro (o `i. l� , 3 -A _ ti _ S T r' l3RL _r — zp EXIST, I= G --- r Y ABANDU .r f N< PAVEMENT ASPHALT GRAVEL PAVEMENT .1 a EXIST.r VIC-cATiDN EAT�EMEi>Ii SEE 1�13' 840 PCB In0 =" FDit'-DET 4IL'S fR=L 4TEP TO EASEi PENT, SAID EASEMENT r _ - ..RELATES TD ELEVATAON ANI BUILDING HEiGHT RESTRICT16r 16 AN:L7"DOE5 OT PFEGLUGpE13UILDING CONSTRUCTION WITHIN � "TH15 EASEMENT, RF T.M.11-f5 64- - DONOVAN TRUCKING , INST. No. 000614 - J 6'.0;4) ZONE: � "^-' w .,. ._..__ ....w...... ��.�. �, f 458 ��' MI USE: iND. ��! IS , _ F EXiST. RAINAGE ESMT. DB St 5 PG 1105 i \ �- �" TO BE A15,4NDONED / t LINE BEARING DISTANCE L1 N 74 22'08" W A 2.75' L2 N 21`15'44" E 63.73' L3 S 47f37'46" E T 59.88' / L4- S 6,5' 12'06" W 32.10' Landscape Requirement Estimate Interior Parking Planting Clro parking spaces) N tree per 10 parking spaces) 2 trees required 4 trees provided Parking Lot Area Calculations Total Area of Parking Lot 13,000 Sq. Ft Rio landscape Reqmts 650 sq. ft Provided 750 sq. Ft Parking Lot Area Screening A three foot high evergreen hedge, fence, berm or wall shall be provided to prevent headlights from shining on adjoining properties and public right of ways- 5 shrubs provided for headlight screening Perimeter Parking (f tree per evety 2,000 sf of impervious area) 13,000 sf impervious area -f trees required -1 trees provided Perimeter Parking (Caravel storage yard) (I tree per evety 2,000 sf of impervious area) 2-7,230 sr impervious area 14 trees required 14 trees provided Summary Required Provided Item Trees Shrubs Trees Shrubs Interior Parking 2 5 4 0 Perimeter Parking 21 0 21 0 (Parking d Gravel Area) Tota l 23 5 25 5 WestvleW Business Centre Lot 16 Plant List Abb Botanic Name Common Name Size Quantity Qr Quercus Rubra Red Oak 2.0" C.C. 13 -�_. -- --- '�.02 co 41 _ Ps Pinus Strobus White Pine 2.0" c,c. 12 KV Jc Juniperus Chinensis 'Fruitlandii' Leyland Cypress 3' High Min. 5 Tota I Ex. TOP 681.51\1 iN\ /iN ✓. OUT Foil.9m (f) 0 f qs -& .0 :UY WIRE *12 GAUGE UGE UGE NOTE: UTLIITIE5 AT THE 4ENTRANCE k: STAKES tiMARKED BY M155 WERE �' I155ER HOSE x w AND MELD LOCATED BY �'° �' -�10 �� G'r-EENWAY ENG. Q= 'riEE WRAP WITH 50% OVERLAP �� � � � � ,i • DOUBLE SHREDDED HARDWOOD / — ULCH/3" SAUCER. PLACE TOP 1/8 OFF ;OOTBALL ABOVE FINISH GRADE ;DOTBALL—REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR 30 0 30 EMOVE WIRE BASKET FROM BALL ACKFILL GRAPHIC SCALE IGHTLY COMPACTED SETTLING MOUND (IN FEET) �� ,� / UBGRADE / �� TYPICAL PLANTING DETAIL-- TREES UNDER 2-1/2" CALIPER (NOT TO SCALE) a Z UA W Z Z WCV o � C11 CO a0 t � co U W ~ d CV W� LOC UA0 0) (U Q) ■� a � 0!1 f~ � N N � o 0 W (n w A es MARK D, SMITH v r No, 022837 C `�IONAL W Z W C,) /HNy E- v ' Cl) Q � H a W Z W P-i C,) W E- O C-) Q W � W C0 W 3: DATE: JUNE, 2007 SCALE: 1" = 30' DESIGNED BY: ML FILE NO. 0518L SHEET 7 OF 10 0"7-6"7 (OS5 690 605 680 0 +'00 1 +00 2 +00 3 +0 0 WATERMAIN PROFILE 11,411 Sr —ALE.— NORIZ. In = 50' VERT. I" = 5' 4 +00 (095 0 0 01 i I662 ui l �. I I 15 LF 4 PVC SDR 35 SAN 610 u ( SLUR 2-00% (010 tu tu _ _ Qui x I>_ j of p�� o scam 2 ut p _ ? o t CL 6(05 — cn I {{ to 61 x _U_ LU N m 1 dO LO �zzvQ - rr r - l � } } } � 660 d) - z z z �_ 0+00 1 +00 2+00 3+00 4400 5+00 6+00 PRIVIATE SANITARY SEWER FORCE MAIN PROFILE 11,411 SCALE : I-IORIZ. 1" = 50' VERT. 1" = 5' a z W W Z C� z Wa to c CO I QN (mod C\12 Qp U r, � � GD > x C\2 L0 C\ c, co W(3) �� USG W U mot° t t (U ) E- 1 Li .�I r� ^ Z` U O 0 W co ,TH O.F Kv f� MARK D, S ITH � No,022837 (090 S`NNAL Cs (085 685 680 I 2 680 - i ROP GRADE AT C/L IS" MIN. CLEARANCE 610 100 LF 48(' AU5 N S ' 12 I (010 15'xl5' CL I RIP RAP I 6(05 � I _ EXIST GRADE AT C/L O 660 Q � p Uj _...._.__ ...__ .... _ _ 660 u U w Z UU1 to 655tu etic)° i i� to Q �� _0 0 es e Q} 9?50 z_ _ _ _ c2 c .� _'_ _.. Q} cn z._. _..... 650 6TRORM SEWER CULVERT PROFILE 51 TO 52 SCALE : NORIZ. In = 50' VERT. In = 5' PROJECT: West View Business Ctr-Lot 16 STA / STR: Si TO S2 CULVERT DESIGN FORM Frederick County, VA FILE: DESIGNER t DATE: _ Mark Lucas_ 6/26/2007 HYDROLOGICAL DATA METHOD: CULVERT TYPE: Rational Area = 22.6 ac.— ENT TYPE: )End Sechon Hsh c=0.55 Tc=20 min NO. OF PIPES DIAMETER = 14'FEET MANNING'S N=`0.012 1 Ke=� El!=,668.00 ELo= 867.50� ) —_� ELV=1678_00 ) ELsh = 677.60 ..__ Hi SJ DESIGN FLOWS/TAILWATER R.I. EARS FLOW CFS TW F 10 49.0 2 CULVERT DESCRIPTION: TOTAL FLOW HEADWATER CALCULATIONS CONTROL APPROX INLET CONTROL OUTLET CONTROL MATERIAL -SHAPE -SIZE -ENTRANCE FLOW PER HW OUTLET COMMENTS HWID HWi EL(hij TW do (dc+D)/2 ho Ke H EL(ho) Q BARREL ELEV. VEL. CFS QIN 48" ADS with End Sections 10 YEARI 49 49.00 0.83 3.33 671.33 2 2.12 3.06 3.06 0.5 0.45 671.01 671.33 7.23 I.C. TECHNICAL FOOTNOTES: 1) HWi BASED ON POLYNOMIAL BEST -FIT EQUATIONS FROM THE FHA PUBLICATION 5) ho = TW OR (dc+D)/2 WHICHEVER IS GREATER ENTITLED CALCULATOR DESIGN SERIES #3 6) H = (1 + Ke + (29 W2 L) / R^1.33) V^2 / 29 2) HWI MAY NOT BE ACCURATE FOR VALUES < 0.513 AND > 4.5D 7) EL(ho) = ELo + H + ho 3) EL(hi) = HWi + EU (INVERT OF INLET CONTROL SECTION) 4) TW BASED ON DOWNSTREAM CONTROL OR FLOW DEPTH IN CHANNEL w cc F W Cj) E-" coI� �w F4 �� W E O m cl) O TE- U 1 0 w J M Tom, I—+ W W p w t� w DATE: JUNE, 2007 SCALE: H: 1" = 50 DESIGNED BY: ML FILE NO. 0518L SHEET 8 OF 10 07-67 -a DIM a rn M N n O O N rn N 00 t� 3 0 LU 0 Oi O a0 OC (LI to z 0) c a� QU ,_ m c LLJ J Ln O 0 -GRADE MUST 20114 A 2 9 SLOPE AWAY FROM STATION **SEE INSTALLATION INSTRUCTIONS FOR SPECIFIC DIAMETERS AND HEIGHTS REQUIRED FOR PROPER GRADE GRADE CONTAINMENT WHEN USING 2014 PRE -CAST BALLASTS A CONCRETE ANCHOR OF 5700 Ibs (37.6 cu It) IS ON ALL MODEL 2014 129' STATIONS. FILL TO GRADE WITH CLEAN, COMPACTABLE BACKFILL, Sl1CH AS PEA GRAVEL. OR CRUSHED STONE 1/8' - 3/4' IN SIZE. CLAY ADD SILTS ARE NOT ACCEPTABLE BACKFILL A_ PRE -CAST ,� UNDISTURBED EARTH 6 ' MIN i0''� (\III I II I�I !i•• INVERT•. •.CONCRETE DEPTH ANCHOR GRAVEL BEDDING FILL TO GRADE WITH CLEAN COMPACTABLE BACKFILL. SUCH AS PEA GRAVEL OR CRUS4t!) STOW. 1/8' - 3/4' IN SIZE. CLAY AND SILTS ARE NOT ACCEPTABLE BAOTILL POURED 42��,��p�.,l gyp. .•: CONCRETE ANCHOR `.•..••�• I"'II,II,II-II,II'II1I'� :anING ��3/8' STAINLESS STEEL -• - -FIELD ASSEMBLE- (16 PLACES) a DETAIL, FIELD • � 13111MINIMUM R 0 Q CIP . _ a (b 38.8, DISCHARGE: 1-1/4 FEMALE INLET: EPOM GROMMET FOR PIPE THREAD 4' DWV PIPE (STANDARD) NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STA131UZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL, BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 4'_ I� 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE ° EXCEEDED STANDARD CG-7 IS REQUIRED. ° io n . e 1„:1• b • o bt>' The bottom of the curb and gutter may be constructed 6" 2'-0" parallel to the slope of subbase courses provided a minimum depth of 7' is maintained. This area may be concrete ACCESS WAY VENT STRAIN RELIEF CORD CONNECTOR ` FIELD JOINT, REQUIRED FOR MODELS TALLER THEN 2014-93 INTERNAL WELL VENT 2.0' DIA. INLET, GROMMET TO ACCEPT 4.50' O.D. PVC PIPE (STANDARD). DUST COVER SUPPLIED FOR SHIPMENT (NOT SUITABLE FOR BURIAL) 40 in 1023 mm SPECIFIC ATION COMBINATION 6" CURB & GUTTER REFERENCE 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. SIGN (SEE DETAIL) PC OR 1 WHEEL STOP 2 WITH f STRIPED AREA HANDICAPPED SYMBOLS 8' MIN. 'LS' VAN ACCESSIBLE SPACE 5' FOR RECsULAR SPACE HANDICAPPED PARKING DETAILPA�ING p�TAIL N.T.S. LIGHT COLORED REFLECTIVE BACKGROUND MAT'L. - DARK COLORED 2" LETTERS & 3/8" BORDER INTERNATIONAL SYMBOL OF ACCESSIBILITY 31 in 800 mm 26 in 648 mm ON 96 sal OFF 363 L 18 in 44.5 gmm 65 246L I^I RESERVED PARKING T 61 24 9 14 in 343 mm 49 gal 185 L SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY A 1 HP MOTOR CAPABLE OF DELIVERING 9 gpm AT '138' T.D.H. (34 Ipm AT 42m T.D.H.) NOTE: A CONCRETE ANCHOR IS REQUIRED TO PREVENT THE TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR CMIN. �„► 7.0.0' MAX. V DISPLAY CONDITIONS UNLAWFUL 4" STEEL PIPE FILLED WITH CONCRETE PARKING IN THIS SPACE IS SUBJECT TO A FINE OF DARK COLORED REFLECTIVE $100.00 TO $500.00 BACKGROUND MATERIAL NOTE: LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED AT SAME POINT ADJACENT TO THE 8' AISLE. / WATER TIGHT LID, FRP DUAL WALL,CORRUGATED HDPE ACCESSWAY POWER & ALARM CABLE 12-6 W/GND ELECTRICAL QUICK DISCONNECT (EQD) CORE CONTROL COMPARTMENT BREATHER DISCHARGE 1 1/4' FNPT (304 S.S.) QUICK DISCONNECT ASSY. (304 S.S.) SS CAST BALL VALVE 1 1/4' DISCHARGE LINE (304 S.S.) CHECK VALVE (GLASS FILLED NORYL) ANTI -SIPHON VALVE (GLASS FILLED NORYL) HOPE TANK 1/2' NOMINAL WALL THICKNESS 75 GALLON CAPACITY EACH SIDE OF BAFFLE. �L NSF CID CG-12A PERMISSIBLE 8'-0" 4'-0^ CONSTRUCTION '1 #5 DOWELS, 8- LONG BACK OF CURB JOINT -14'-01-- 0 12" C-C 12.1 MAX. 48:1 MAX. 4 nnilMIN. A MIN.0:1 8' �I 77:1I-- 2' - . SECTION A -A B Mn°ic� MAX. 7,� L7PERMISSIBLEL 2' TANGENT PLAN CONSTRUCTION TRUNCATED DOMES A SECTION B-B A 4' SQUARE LANDING X AREA OUTSIDE OF 7=1�5 Y TRAVELWAY SHALL Z 4 MBE IN TTHEPMARKED WITHIN �Y.•� CROSSWALK AREA 5 4' 5' MIN. 5' MIN. 10:1 MAX. 10:1 MAX• IIcROSSW c II AixII ALTERATIONS TYPICAL PLACEMENT ALK TYPICAL PLACEMENT AT INTERSECTION II AT INTERSECTION WITHIN CROSSWALK DIAGONAL VARIATION WITHIN CROSSWALK (WITH BUFFER STRIP) 4 THIS DESIGN TO BE USED 'WITH CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT DOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. NOTES: DLA. 1. DETECTABLE WARNING TO BE CUSS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL IN SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF 7- PEDESTRIAN TRAVEL OTHER TYPES OF' MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED DIA WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED TRUNCATED DOME IF CAST -IN -PUCE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A DETAIL CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDING FLARED SIDES). OR FEDERAL TRUNCATED DOMES SAFETY YELLOW 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSABLE CONSTRUCTION JOUNT WITH REQUIRED ®ARS. 2%" C-C 4. IF RAMP FLOOR IS PRCAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES O O O O CAN BE CAST IN PUCE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 000000 0000 000 5. REQUIRED EARS ARE TO BE NO. 5 X (8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP 0000000 000000 0 FLOOR, MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1 i". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT 000000000000000 FOR CURB/CURB AND GUTTER. 2)6" C-C 0 0 00 0 O 0 O O 0 0 00 O O b 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO 000000 000000000 N BE PROVIDED AT INTERSECTIONS WHENEVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGUARD LESS OF WHETHER SIDEWALK IS EXISTING PROPOSED OR NONEXIS TENT. STENT.THEY 000000000000000 MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, 00 000 0 0 0 0 0 0 00 0 0 AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LANES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, FTC,. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APROACHED, ENTERED, AND VARIABLE I USED BY PEDESTRIANS. �^ 4' MINIMUM I 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED PAY LIMITS WITHIN THE LIMITS OF THE CROSSWALK', AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS DETECTABLE WARNING PERPENDK`Ut.AR TO THE CURB. DETAIL 9• TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED SHEET 1 OF 3 TO 7". CG-12 DETECTABLE WARNING SURFACE SREEREN E REFERENCE REV.1/04 TYPE A (PERPENDICULAR) APPLICATION 5 02 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER $MALL BE CONSTRUCTED PARELL.EL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7" is maintained. COMBINATION 6" REVERSE CURB & GUTTER 4" REINFORCED CONCRETE 3000 P51 4" SUBBASE (21-A STONE) 5' 1/4" = 1' e .d .a ,t ll e a e 411 a. PR CURB d GUTTER -1 I - -'SUBGRADE (COMPACT FILL b" TYP. TO 95% APPDX. DRY CONCRETE SIDEWALK DETAIL DENSITY PER AA5HTO T-99) (NOT TO SCALE) (radius to be as shown on plans)^ VO Cc-12--a - 4' SIDEWALK Expansion 6' Joint Note: Width '8' 2'-0' or as shown on typical section. XX Street approach some A surfacing as mainline -I roadway i C L ® .1 1Radial ombination curb and gutter (St'd. CC-6) e o I Optional now Line `o A _.J 1 Mainline roadway PLAN VIEW (Radius to be as shown on plans) 4 r2" B- - 1 6" Class A3 (H.ES. Concrete dd Expansion Joint SECTION C-C CG-11 10' Parabolic Curve Edge D LE Construct Grade changes with a parabolic curve. of shou8% lder Max. Optional Flow Line ® or -�I Slope Change D When St'd. CG-11 is used for entrances built in conjunction with VDOT projects, please Mainline Roadway note the following: 8% Max Slope Change ® D )KUKMainline pavement shall be constructed D to the R/W line (except any subgrade 40' Min. for Street Connection J stabilization required for mainline pavement which con be omitted in 20' Desirable for Commercial Entr. the entrance.) 5' Min. SECTION A - A A Radial curb or combination curb and gutter shall not be constructed beyond the R/W line except for Guidelines for Grade Change D replacement purposes. When used in conjunction with standard Entrance Volume Desirable Maximum CG-3 or CG-7, the curb face on this Standard is to be adjusted to match the High (more than 1500 VPD) 0 % 3 % mountable curb configuration. Medium •500-1500 VPD 3 R 6 % See Standard CG-12 for Curb Ramp design to be used with this Standard. Low (less than 500 VPD) 1 6 R 8 % ® When the entrance radii cannot accommodate the turning requirements of anticipated heavy truck traffic, consideration should be given to increasing the depth of adjacent proposed sidewalk to 7 inches. X, Optional flowline may be used for entrances in cut sections. Optional flowline may require warping of a portion of gutter to preclude ponding of water. SREFER NCEN METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 T''PICAL GRAVEL. PAVEMENT SECTION NOT TO SCALE PARKING LOT • • I ---COMPACTED SUE36RADE (COMPACTED • r AT OPTIMUM MOISTURECONTENT •METHOD) PAVEMENT DESIGN BASED ON A 5U5GRADE CBR DESIGN VALUE OF (o. 501L TEST OF THE 5U5CsRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNE55 PRIOR TO CONSTRUCTION. i . NOT • SCALE r r RNING , •SURFACE COURSE BASE COURSE :-COMPACTED i R•D (COMPACTED TO AT OPTIMUM MOISTURECONTENT O•METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF ro. 501L TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNE65 PRIOR TO CONSTRUCTION. PVMTSECT W& x W6 WIRE MESH REINFORCING V.D.O.T. all ROAD AND BRIDGE STANDARDS SECTION 301.04 CLASS A-3 CONCRETE BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 95ia DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT 5TM-1 METHOD) TFASH DUMPSTER PAD (NOT TO SCALE) I" X4" X4'-8' SLATS, 2-FINISH NAIL AT TOP AND 60TTOM 4"X4" X6' POST15 125" %I. 4'-0" NOTES: _ I. PRESERVATIVE STAIN ON ALL WOOD. " COLOR TO MATCH THAT OF BLDG. - 9 2. FINISHED SIDE OF FENCE SHALL FACE m ADJOININCs PROPERTY, IF APPLICABLE. COMPACTED GRAVEL WOOD FENCE AND DUMPSTER ENCLOSURE DETAIL NOT TO SCALE a Z W W Z WCQ O ILD C\2 00 It 0) 4S � 00 U a -taD I M � ~> x �hC\2 LID C\2 t6 W � W cu SLOW 0) W -t P � GZ•r ain 0, r,*N Il-L .5 a) >, q101 o WU) MARK D SMITH 9 It No,022837 la� L'S'610NAL� W Z W U 1-1 U) Q Z E-1 m W O W� CI) � U W 1�•-I = JJ Im � U r----I Q w W � C0 W 3: DATE: JUNE, 2007 SCALE: N/A DESIGNED BY: ML FILE NO. 0518L SHEET 9 OF 10 0'7 - 6'7 Y m E a 00 rn M t\ 0 0 I'V C71, fV 3 0 LLI CD of 0 J 0 E V) z n!5. 1s c aJ c 0) c UJ J CO 1-4 Icy 0 O general backfill 24' select backfill s All backfill to be compacted to 95% of ASTM D698 maximum density. stone g STANDARD general backfill general backfill 8. concrete - - _----- 24' select 24' select backfill backfill stone _ ;.. 1/20M. 1/20.D. concrete 8' stone 6' CONCRETE CRADLE CONCRETE ARCH general backfill 24. select bail 6' ` concrete 6' CONCRETE ENCASEMENT TRENCH & BEDDING -1- MAR 06 L ►� Both joints of the fitting shall be restrained. in addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PiPE (FI) SMALL LARGE SIDE JOINT SIDE PVC DIP JOINT 6' 8' to' 12' 6' 8' t0' 12' 6' -- 40 60 60 -- 2D 40 40 8' -- -- 40 60 -- -- 20 40 to' -- -- -- 40 -- -- -- 20 REDUCER I L - �L L--I In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6- 8' 10' 12' 6' 8' 10' 12' 60 60 80 1 100 40 1 40 1 6D 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6" THRU 12" 1 OF 3 -2- MAR 06 Opposite Side 12 gauge solid Insulated - copper wire for line tracing, taped at 10 foot intervals treated 25c 4' with top 6' painted blue V coupling (PJ X FIP) and MIP plastic plug on 6' tail piece mwrwr hr„r 24" Same Side INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to Installation. 2. Water service crossing street: a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge solid insulated copper wire (for line tracing) from core. stop to Into the meter box [wrap wire around core. stop; wire to be taped to top of PET at 10 toot Intervals; come up Into motor box; wrap around bottom of angle ball valve; terminate with IT tell iece . p 1 THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -%- JUN 06 I In addition to restraining each joint of the tee, (1) any joint a that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A Wye shall be restrained per a tee's Lr and a 45° bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 10 20 20 10 X 8 1 20 20 1 1 20 1 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 10 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 1 210 1 20 20 TEE, CROSS, WYE 1-� - L ---�-I In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PiPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) TITLING PVC DIP DEGREE 6' 8- to- 1 12- 6' 8- to- 12- 90 20 20 40 1 40 20 20 20 40 45 20 10 20 1 20 20 20 20 20 22.5 10 20 20 20 20 20 20 20 f1.25 20 20 20 1 20 20 20 1 20 1 2D HORIZONTAL BEND RESTRAINED JOINTS - W THRU 12" 2 OF 3 -3- MAR 06 trench width _ as required 6' die. schedule 40 steel plpe, filled with concrete 3' and painted yellow finished T grade 'Y y 18' dia. ConcrBtB i f encasements; BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. N Installation Is In an area having a high groundwater table, the OAuthority's engineer shall be contacted for hydrant relocation. es required concrete pad i'-6'die. x 8" deep finlahetl grade 2' min. - 8' max. -4'stone stone to be screw type minimum of 6" adjustable above top of base valve box locator marker stone stone joint restialms o: ' mechanical joint swivel tee with 8' branch FIRE HYDRANT ASSEMBLY -10- APR 06 finished DOWN BEND DEPTH 4 Fr. MIN. Ld DOWN BEND RESTRAINED LENGTH l0 Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. in addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PiPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN. 5-12 FT. SIZE/tYPE DEGREE OF 80iDS w (DOWN) L. (UP) SIZEIrmE DEGREE OF RMOS Ld (DOWN) L. (UP) 6- PVC/DIP 45, 22.5 & 11.25 20 20 10' PVC 22.5 & 11.25 20 20 8, PVC 45 40 20 to' DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 10 20 12- PVC/DIP 45 40 20 8' &P 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 to- PVC 45 40 20 12- DIP 1 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 3 OF 3 -4- MAR 06 Ew-7 NOTES: 1. QUMrnTIES ARE FOR ONE ENDWALL 2. PLEASE Rga TO STANDARD EW-2, SHEET 101.04. FOR ALL WIENSIONS NOT GNEN IN TABLES. 3. THtS REll WY BE PRECAST OR GIST 91 PLACE 4. ON %W1OW nlrs, WHERE ENOWAL S ARE V OR LESS BELOW SHOUDER LINE, THE TOP - OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF ROAD. - 5. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 101.18. 8. IN NO CASE SHALL TOP OF SMALL PROJECT ADM FILL SLOPE, DITCH SLOPE, OR SHOULDER. 7. THIS STANDARD To BE USED WITH STRNGM CROSSINGS AtO SKEW ANGLES To IS. & COST OF BARS FOR CRACK CONTROL. TO BE INCLUDED W PRICE PER BID PER CUBIC YARD 2 �4 Deformed crock Cam• control barn 9. HEADWALL TO DOE BEVELED IN ALL AREAS EXCEPT MERE A CONFLICT NTH INVERT AND WINCWALlS OCCUR. PLAN VIEW 10. BEVEL. EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE TIE FLOW ENTERS THE CULYUM. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SOUNtE EDGE OR BEVEL EDGE, I T 1 i t. 3 e CHAMFER MAY / BE PROVIDED ON ALL EDGES AT rwIUFACIURERS OPTION. Shape to be beveled S L with mortar Flaw D I I o Do not Level invert FRONT VIEW SIDE VIEW FOR CONCRETE PIPE FOR CORRUGATED METAL PIPE DIMOER :1 FILL SLOPE 2:1 21 S T oo c. LINE CU • Cow. cu• b DIAMETERD S T cCU. . LINE � OR 8 CONIC. ONE CU. OF PIPE DOUBLE PIPE U L PEE o OF PIPE D DOUBLE p ENDWALLDOU PIPE a b 42' V-0' 9'-6' 4.829 1.271 5.493 1 1.255 0'-4 1/2' V-3 1/2.42' Va 1/3 ra ily 5.070 1.279 5.732 1.263 0'-4 1/2. 0'-3 1/2' 48' 8'-10 10'-10 5.964 1.591 6J802 1 1572 0'_5' 0'-4° 48" V-o 1 r-o yZ 6.298 1.616 7.132 1.596 0'-5' 01-4' 54' 7'-8' 12'-2° 7.692 Z057 8.796 1035 W-S 3/4. W-4 I/2 54' r-9 1 V-3 1 8228 2.104 1 9.258 2.081 0'-5 3/C 0'-4 1/2' 60' 8"-6' lix-el 9.689 2.600 11.112 2.574 V-6 1/4- 0'-5' 60. 7-4 ItX r-4 1 10.319 2.677 11,738 2.650 0`-6 Ile 0'-5' 66' 9"-4- V-10 12.016 3240 13,811 3.209 0'-7' 0'-5 1/2 66' a 1 r-9 1 12.751 3.261 14,543 3.231 0'-7' G'-5 1/2' 72' 110'-2 16'-2' 14.663 3.961 16.885 3.927 W-7 1/2' 0'-6' 72' -0 1/2 r-o 1 15.673 4.068 17.869 4.033 V-7 I/r 0'-6' 78' 11'-0 17'4' 17,812 4.751 20.325 4,713 O'-B 1/4' 0'-6 1/2 78' L•-9 1/2 ra I 18.918 4.934 21.623 4.893 0`-8 1/4' '-8 1/2' 8P 111'-10 18'-f0 21.148 5.698 24.387 0'4 3/4- 0'-7- 84' r-4 1 7-4 r 22.733 5.905 25.999 5.860 U-8 31e 0'-7' SO. I;Y-8' 20'-2' 25.115 6.920 28.976 1 6.872 0'-9 1/2' '-7 1/2 90' 1'-3 1 r-4 I 26.800 1 7.076 30.643 1 7.025 0'-9 1/2' 0'-7 1/2' 98' IS-6' 21'-6' 29.439 8.153 3A.M 1 8.101 0'-1o' 0'-8' 1 96' r-0 I-4 1A1 31.460 1 8.353 1 36.000 1 8.298 1 0'-10' 1 0'-8' SIN STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS 42"-96f/ PIPE 302 VIRGINIA DEPARTMENT OF TRANSPORTATION tot.n finished grade -NS 09- stone NOTES: 1. Piping for drop to be same size as incoming sewer. 2. All pipe and fittings inside manhole to be SCH 40. - fill with grout -- existing bench elevation ::. ...................................................... 6' atone FORCE MAIN SERVICE LATERAL MANHOLE CONNECTION SEP 06 P M VARIES X Q X MILL 121Ix1-1/211 M m TIE IN JOINT VAfi�IES -U -r 114 i r EX. PVMT. SECTION NEED FIELD VERIFIED P O VMT. SECTION NOTE: ANY NEW PAVEMENT SHOULD MATCH THE EXISTING PAVEMENT STRUCTURE. 7Yf=1GAL FAVEMENT TIE IN NOT TO SCALE STORMWATER MANAGEMENT NARRATIVE Combined runoff released by farm pond (DA-IA + DA-111) • Q2 = 61.7 cfs for the 2 year storm event This report will cover the development of Lots 11 thm 17 within the Westview Business • Qio = 201.0 cfs for the 10 year storm event The calculations used for the Post -development study assumes that Lots 11 through 16 Center, being approximately 35.4 acres of undeveloped industrial land located north of - Qioo - 413.1 cfs for the 100 year storm event are fully developed ly lop d and the northern portion of Lot 17 is developed as shown on sheet 4 j STORMWATER MANAGEMENT REPORT the Winchester Municipal Airport, east of Independence Drive, south of Lot #10 and Branch Banking Drive, land. This This runoff is discharged from the existing onsite pond and flows of 11. The development of the southern portion of Lot 17 may however require individual and west of private rural agricultural study area is through DA- 1C in an open channel. stormwater management and should be evaluated at such time as future development is FOR divided naturally into two drainage areas. Drainage area #1, to the south, contains proposed. WESTVIEW BUSINESS CENTER approximately 319.9 acres and is divided for the purpose of this study into three sub- Drainage Area #1C LOTS 11, 12, 14, 15, 16, AND 17 areas: DA-IA - 217.0 acres, DA-113 - 59.2 acres, and DA-IC - 43.7 acres. Drainage area • DA = 43.7 acres The total Post -development runoff for this study does not show any significant increase (ALL LOTS LOCATED BETWEEN INDEPENDENCE DRIVE #2, to the north, contains approximately 59.2 acres of drainage and is likewise divided • Q2= 20.2 cfs for the 2 year storm event in the Pre -developed runoff conditions. As the result of existing up stream stormwater AND BRANCH BANKING DRIVE) into two sub -areas: DA-2A - acres and DA-2B - 2. acres. 36 9 2 3 s The 35.4 acres of Qio = 55.1 cfs for the 10 year storm event retention in DA #lA and retention created by the existing farm pond in DA #1B, the onsite areas consists of approximately 11.6 acres of open grassed areas and 23.8 acres of • Qtoo = 98.7 cfs for the 100 year storm event Post -developed increase in runoff bypasses through the site prior to the ultimate peak mature woods. An existing stormwater management pond located on the Winchester flow condition. Sense there is no significant increase in the peak runoff for the proposed SHAWNEE MAGISTERIAL DISTRICT Municipal Airport property, and an existing farm pond located on Lot 17 currently Total Pre -Development Runoff development of these lots, no formal stormwater management will be proposed for this FREDERICK COUNTY, VIRGINIA controls runoff through Drainage Area #1. Two existing stormwater management ponds • Q2 = 64.4 cfs for the 2 year storm event: site. (Pond -A located on Lot 11 and Pond-B located on Lot 10) control runoff through • QLo = 208.5 cfs for the 10 year storm event Drainage #2. • Qioo= 431.3 cfs for the 100 year storm event A current flooding condition exists downstream from the discharge point of this development. A private driveway with a series of culverts crossing the discharge channel Drainage area #1 currently receives approximately 295.5 acres of offsite and 24.4 acres has a history flooding. A downstream analysis has shown the existing culvert are of onsite drainage. A drainage channel, which runs through lots 17 & 11, conveys, this Post -Developed Drainage Summary inadequate for the current stormwater runoff conditions. In an effort to minimize this drainage and discharges offsite onto the private land located to the east. condition and to provide adequate channel, an upgrade to the existing culverts is Drainage area #2 currents receives approximately 48.2 acres of offsite and 11 acres of g Y PP Y Drainage Area #1A (Airport SWM facility) proposed as a stormwater management measure (See supplemental "Off -Site Improvements" plan submitted as a part of the report). onsite drainage. The 11 acres of onsite drainage, in a fully developed condition, has • No Post -Development change previously been accounted for in the stormwater management program for Lot 10 (See Pre -Developed Offsite Drainage Summary Stormwater Management report for BB&T Capture Center, Westview Business Center, Drainage Area #1B (To existing onsite faun pond) Lot 10, dated May 31, 2001 and revised September 24, 2001). No further stormwater It, DA = 50.8 acres Total Drainage (At driveway crossing) management for these onsite areas will be proposed by this study. • Q2 = 43.6 cfs for the 2 year storm event • DA = 343.7 acres • Qio = 95.8 cfs for the 10 year storm event • Q2 = 74.0 cfs for the 2 year storm event • Qioo = 157.1 cfs for the 100 year storm event • Qio = 225.1 efs for the 10 year storm event Pre -Developed Drainage Summary Combined runoff released by farm pond (DA-IA + DA-1B) • Qioo = 457.1 cfs for the 100 year storm event • Q2 = 61.0 cfs for the 2 year storm event This is the total runoff being discharged from DA #1 & #2 at the Drainage Area #1A (Airport SWM facility) • Qio = 198.8 cfs for the 10 year storm event point of the driveway. • DA = 217 acres It, Qioo = 409.5 cfs for the 100 year storm event Runoff released by SWM facility Post -Developed Offsite Drainage Summary • Q2 = 79.0 cfs for the 2 year storm event Drainage Area #1C • Qio = 214.7 cfs for the 10 year storm event • DA = 53.5 acres Total Drainage (At driveway crossing) • Qioo = 432.8 cfs for the 100 year storm event • Q2 = 30.2 cfs for the 2 year storm event • DA = 343.7 acres This runoff is discharged from an existing pond and flows in an • Qio = 75.5 cfs for the 10 year storm event • Q2 = 74.2 cfs for the 2 year storm event PREPARED BY earthen channel to the existing onsite farm pond. • Qioo= 130.4 cfs for the 100 year storm event • Qio = 224.4 efs for the 10 year storm event GREENWAY ENGINEERING Drainage Area #1B (To existing onsite farm pond) Total Post -Development Runoff Qioo = 457.6 cfs for the 100 year storm event This is the post development drainage being discharged from the 151 WINDY HILL LANE WINCHESTER, VIRGINIA 22602 • DA = 59.2 acres e Q2 = 50.7 efs for the 2 year storm event It, Q2 = 64.7 cfs for the 2 year storm event • Qio= 208.5 cfs for the 10 year storm event proposed upgraded culverts as shown in supplemental plans. September 3, 2004 • Qio = 111.5 cfs for the 10 year storm event It, Qioo= 432.9cfs for the 100 year storm event • Quo = 183.0 efs for the 100 year storm event PAVEMENT 41 a � 2 1 d a d 0 VDOT SPEC. 414.03, CL. I, TYPE A'1 TYKE I SGUFEfR DETAIL SCUPPERI NOT TO 5C74LE a z l� W W z I� z lit O Lr) CD +2 CIO _t C R 1y CU ta I IN 00 LM O tip '~ ~�Otan M (U W c OIL W U ,-- A Q) O O W � EL FA 0 U)rHrnn H I W 11 H Q P MARK D. SMITH No, 022837 SIGNAL E W 0 W z E W � U w c > c t-, Q W �- E O ~ 0 E W Q Q W W C0 W Q co w W t--4 DATE: JUNE, 2007 SCALE: N/A DESIGNED BY: ML FILE NO. 0518L SHEET 10 OF 10 07-67 r