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HomeMy WebLinkAbout52-07 Fredericktowne Crossing - Commercial Development - Opequon - Backfile (2)VDT GENERAL NOTES VICINITY MAP GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia LECEND SCALE: 1 " = 2000' cations. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and J Count construction standards and specifications and/or current VDOT standards and Sp y p / Sediment Control Regulations, and any other applicable state, federal or local In case of a t discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall /J '" -y - 1.. ') siltation, including detention ponds serving as silt basins during P Y EXISTING INTERMEDIATE CONTOUR `�� � T �' �1ft � � ' ,�,•-� �-' �•� ,.�, � �; ,/'% � ._._UJ 2. Measures to control erosion and g P govern. ' J,lIf �'� �^ �------- construction,'" o issuance of the site develo went ermit. The approval of these plans in no way shall comply with the latest U.S. Department of Labor, Occupational Safety and Health EXISTING INDEX CONTOUR must be provided prior t P P V2. All construction p y p responsibilities contained in the Virginia Erosion and Sediment 4 r relieves the developer or his agent of the respon I g Administration (OSHA), and Virginia Occupational Safety & Health (NOSH) Rules and Regulations. i� l �fi`� 1 f f Control Handbook. PROPOSED CONTOUR 40 < �' c r ;• ,� r� ermanent or tem orar shall be in f ;r I V3. When workin within VDOT ri ht-of-wa all traffic control, whether p y EX E/P {vrr``�� e Transportation g g Y� P EXISTING EDGE OF PAVEMENT fi,� r _ ` "; / ` - <•� :� ineer, Virginia Department of Transpor �■� e Resident En P r� ,ram `'vim ; �v 3. A permit must be obtained from the Office of the g g 'on Manual. Furthermore, all traffic control. i • ,r �3.JF i g s , , � �~ .. �t P accordance with the current edition of VDOT's Work Area Protects PROP E/P a �-4 �.4`�; (� � y,,• ,,;,.� ,� VDOT and Frederick Count prior to construction in existing State right-of-way. w' Section 104.04 c of the VDOT Road and Bridge Specifications. PROPOSED EDGE OF PAVEMENT e� (VDOT) Y P flaggers must be certified in accordance with () EX G�6 I ������ � ��� ,ti,�. ����� �..���c��f`'� �`�' j�,-- 11 r SxiY �3J p �a when such permit is r z t� �" EXISTING CURB AND GUTTER i .i t J ' ti l � -,>cif ' , iJ`�f W oLO 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT h p b for relocating, at his ex ense, an and all utilities, including traffic i / f f - '� '` PP P V4 The developer shall be response le g, P Y I r ! `f l i �Y .h� y , ti / , f�., ` ` . J/ A o co ij f required under State law. boxes, controllers etc. owned b VDOT or private public utility companies. It is the PROP Gff6 xi,r; d signal poles, junction ox Y P / P f ��ta y. g P ties or items that may be in conflict PROPOSED CURB AND GUTTER .r?a� % ,`� `�,� T f' f,•. ;<�_ sole responsibility of the developer to locate and identify utility facile y vr,, personnel. A joint inspection will be held _ I y t`•,,,,� "3Z ., !," ,- i f--:. �,y"` ,s 5. The exact location of all guard rails will be determined by VDOT p J P activity. VDOT approval of these plans does not indemnify the developer from G6-6 GG 6R,.� �e�'f m{; f ,'<< r� j �j q Virginia Department of Trans ortation with the proposed construction a y pp p 0 6., 4 err. co with the Developer, County Representatives, and Representatives of the g p P TRANSITION FROM CG-6 TO CG-6R L �`T{ :�' ,_ I� .� an P this responsibility. where guard rail and of awed ditches will be needed. The developer will be',.� .e SATE f�l ?r� (VDOT) to determine of and g / P \' ``�'� % "' / ' ice,, r, r a d b this vent ins ection. Refer to EXISTING TELEPHONE LINE T c� r responsible for providing guardrail and paved ditches as determine V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject 1 � � ~, :. r / �� ( �, o I P P g g Y J P g t; r r r' Ditch Specifications. - -- • cif' - :vf ` l `O Virginia Department of Transportation (VDOT) Guard Rail and Paved p to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision PROPOSED TELEPHONE LINE T T "�%! �`` I -- ' 1 ` f must be available at the construction site. Also, a shall be the responsibility of the developer. l 7 r �1 i�v I t j r i i r,� 8/�>, � a� EX. 15" RGP✓r i -r �, _��(�� �/ ;, r�, , / r" l b � 6. An approved set of plans and all applicable permits m EXISTING STORM SEWER r _ all necessary VDOT land use �'cr`J 2 o W N ° fti representative of the developer must be available at all times. V6. Prior to initiation of work, the contractor shall be responsible for acquiring Y PROP. 15" RGP f �� `�L ,i i �. ^ /., fJ Y.,?' Jt. �. '�t=-r__._� `c-' J,i G` „al(^ j .r�,e ( V �•L permits for any work within VDOT right-of-way. r r - L 1 1! ' - f'1 r, 7. Warning signs, markers, barricades or flagmen should be in actor dance with the Manual on Uniform Traffic PROPOSED STORM SEWER f�, f,.i _tiffs; �y(!�y< -Ej r r i� �� r / .� ..,I',,.., : �.,..i r%`\ r . L�} ...., /,f .j z r l4 1 F, , t wy-, ' 1 •^+ N V7. If required b the local VDOT Residency Office, a pre -construction conference shall be arranged and held iz x` f / r `S , ` r'` %`'1' '% r+ E� w Control Devices (MUTCD). q Y EXISTING SANITARY SEWER f i'. by the engineer and/or developer with the attendance of the contractor, various County agencies, utility j if l'+f� 8. All unsuitable material shall be removed from the construction limits of the roadway before placing companies and VDOT prior to initiation of work. PROPOSED SANITARY SEWER S- embankment. f ' l~� i`,:;% 1 . ( f �' ;' ; ^� i Cn V8. The contractor shall notifythe local VDOT Resident Office when work is to begin or cease for any EXISTING ELECTRIC SERVICE rf ,�' ;� t"®� ,ff �', f ' ,f j j a) o 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less y p pp p undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required , / fl /' 1 t >. b the owner. �! l ! wa Engineering and approved f 1 1 'w than 6 will require revised pavement section prepared by Greenway g g PP Y or requested inspection. PROPOSED ELECTRIC SERVICE �-�i�. ' '� r � shall be awed with cement concrete to the limits indicated w 10. All roadside ditches at grades of more than 5 a p V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent EXISTING GAS LINE on the plans and as required at the field inspection. 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 PROPOSED GAS LINE 1 t u ` r :.,- r" , �i. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall by this project shall be maintained through construction. The Developer shall have, within the limits of the;r, r PP V' inia De artment of Conservation and Recreation (VDCR) in Erosion PROPERTY LINE > be minimum 6" diameter and conform to VDOT standard SB 1. project, an employee certified by the erg p jf3ti , s` and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than basis for proper installation and operation. Deficiencies shall be promptly rectified. FLOW LINE one litter receptacle shall be provided at the construction site. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end FENCELINE # # X X # # �r UU n v 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to of construction. EXISTING POWER POLE S11 EET INdJL'!1 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 Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum EXISTING TELEPHONE POLE condition at all times. thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict 1. COVER SKEET points. EXISTING WATERLINE W/ TEE w !Ti 2 • REVISED SITE PLAN 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, cut V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered PROPOSED WATERLINE �/ TEE w w!Ti w sheets, and connections to existing lines. 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 EXISTING FIRE HYDRANT 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current by VDOT. standards and specifications of the Frederick County Sanitation Authority. EXISTING WATER VALVE Z V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT W 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be PROPOSED WATER METER m contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed present to insure the sample obtained is representative of the location. When soil samples are submitted to ^ v prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing P EXISTING REDUCER w w � private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project LLJ utility verification and the proposed construction. to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards PROPOSED REDUCER ^ w o C- 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a and procedures. STOP SIGN � result of his construction project within or contiguous to the existing right-of-way. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted > LU HANDICAP RAMP (CG-12) � W w 18. When grading is proposed within easements of utilities, letters of permission from all involved companies in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within DENOTES LOCATION OF STD VDOT IY plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the CG-12 AND OR JURISDICTIONAL must be provided to Frederick County Public Works Department prior to issuance of grading and/or site direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT STANDARD P CONSTRUCTION W Z development permits. Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless PARKING INDICATOR Al2 Z 19. The developer will be responsible for the relocation of any utilities which is required as a result of his specified otherwise. INDICATES THE NUMBER OF TYPICAL PARKING SPACES Z project. The relocation should be done prior to construction. Z V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as TEST PIT LOCATION O 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected specified by VDOT. in accordance with state law. In the event gravesites are discovered during construction, the owner and v e must be notified immediately. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet HANDICAP PARKING engineer Y VDOT minimum design standards and is the responsibility of the developer. O 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be VEHICLES PER DAY COUNT 100 O at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard Manual On Uniform Traffic Control Devices. PROPOSED BUILDING ENTRANCE _ proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the < professional engineer and results submitted to Frederick County prior to pavement construction. If a P- - - - - - - --- - i; start of csno$ructiQn. Copies of all invoices for materials utilized within any dedicated street right-of-way EXISTING STREET LIGHT geotechnical report has been prepared, it should supersede the requirements in this note. must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices d 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating may be obscured. PROPOSED STREET NAME SIGN + W or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. PROPOSED SANITARY LATERAL CLEANOUT OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION of excavation or demolition. Names and telephone numbers of the and operators underground utility lines Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified SANITARY MANHOLE IDENTIFIER e g� / O 24. All utilities shall be underground and an lighting shall be shielded to prevent glare on adjoining properties copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking PRO ®��[� T INFORMATION TI ®N g Y g stone depths, a VDOT representative shall be notified and given the opportunity to be present during the ¢ \ Q � and road right-of-ways. construction and testing of the density control strip. STORM DRAIN STRUCTURE IDENTIFIER O � V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge PARCEL IDENTIFICATION N0. 86-((A))-�'i0 = 9.SlAC FCSA CONSTRUCTION NOTES Specifications. Density shall be determined using the density control strip as specified in Section 315 and H OF VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be EASEMENT LINE ALL SIGNS SHALL CONFORM `�` 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the TO SECTION 165-30 OF THE I p p g CENTERLINE STREET ADDRESS: DOUBLE CHURCH ROAD � ,� FREDER 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. 12.0 PROJECT AREA: SUBDIVISIONICK COUNTY � EXISTING SPOT ELEVATION 19.74 �.0 AND ZONING � 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger + DISTURBED AREA: TUNG NI HIKUS-44 UMA shall be explored below the bottom of the excavation to determine the type and condition of the foundation. PROPOSED SPOT ELEVATION 3 18.57 AC ORDINANCES No. 02 15 715 requirements. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to CURRENT ZONING: B2 �� placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, EXISTING TREE LINE ALL BUILDING HEIGHTS SHALL .� � °�� •�� 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation CURRENT USE: GROCERY STORE, RETAIL CONFORM TO SECTION 165-83 IO 5. When an existing water main is tapped for the installation of a new line: stabilization shall be determined by the engineer and approved by VDOT. PROPOSED USE: OF THE FREDERICK COUNTY L shall furnish all labor and material. RETAIL REVISION SETBACKS: PROVIDED REQUIRED SUBDIVISION AND ZONING a) The Authority V22. Approval of these plans shall expire three (3) years from the date of the approval letter. b) The developer/contractor must: ORDINANCES FRONT 35' 35' 1. make application and pay deposit � R AT A AT 'INDIVIDUAL .., r . r. 2. mark the tap location. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on 'these plans and/or as specified REAR lvti NAB INDIVIDUAL SIGNAGE MUST BE by VDOT. SIDE 50 50 WALL MOUNTED. INDIVIDUAL 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in FREESTANDING SIGNS A RE NOT 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 PERMITTED. grading is mostly complete. MAXIMUM HEIGHT: 35 MARTINS (26.67 ) 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. RETAIL (22') It is the developer's/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. F.A.R. CALCULATIONS b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. LOT 86-((A)) -10 = 427,323.60 S.F. d) All components of the meter box assembly shall be in proper working order. TOTAL = 701,851.78 S.F. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. A,� i b) An Application for Service must be made and fees paid before work will begin. FIRE 1lIARSIIALL'S' N®TE TOT. BUILDING AREA = 80,356 S.F PARKING TABULATIONS I 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 PROP. BUILDING / LOT AREA = 0.1144 < 1.0 > PROVIDED REQUIRED I property line. Fire lane markings and signage: (*) PROPOSED BUILDING DIMENSIONS SHOWN ON PLAN ARE APPROXIMATE,Ili The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. Any "No Parking" signs and yellow painted curb locations will be installed ARCHITECT SHALL PROVIDE ACTUAL DIMENSIONS WITH BUILDING PERMIT M E- APPLICATION. I GROCERY STORE 381 SPACES 381 SPACES E-t e The Authority will install all sewer laterals. by field inspection at the direction of the Fire Marshall's Office. ,R�- 76,200 SQ. FT 8 H.0 SPACES 8 H.C. SPACES U� > PPROVED water service line must have a backflow prevention assembly double check valve or RPZ, I 10. Any P Y ( � , .`.7U nP I RETAIL 88 SPACES 71 SPACES Z - A�' 14,100 SQ. FT 14 H.C. SPACES 4 H.C. SPACES as required). The assembly must meet ASSE standard No. 1015 or 1013. �2-c� W J 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector I PROVIDED TOTAL: 487 double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. HANDICAPPED PARKINC NOTE � Radio read remotes are required. a' Handicapped parking spaces and aisles shall slope 0 �VNERS CERTIFICATE w w � no greater than 2% in all directions. CONTRACTOR AND INSPECTOR NOTES APPROVAL �;, w TRIP GENERA TION DATA The foregoing Site Plan of the land of X O Q CL � � is with the free consent and in accordance with the desires X Q' 4" of the undersigned owners, properties and trustees if any. ® W � a ITE band Use Amount AM Peak Hour PM Peak Hour ADT O Code In Out Total In Out Total LLL Building shall comply with Ile Virginia Uniform Statewide Building Code and section 309, use DATE group M(lVlercantiile),ofthe International BuildingCode/2000.Other code that apply amICCI 710 Office 37,500SF 75 10 85 21 101 121 625 FREDERICK COUNTY ZONING ADMINISTRATOR DATE ANSI Al 17.1-98 Accessible and Usable Buildings and Facilities. Tanks slid canopy shall comply LU with section312Utilityof&elBCwrthatraveldis�tancenottoexceed500'tobat#lrooms 820 Retail 112,5008E 105 67 171 326 353 679 7,353 *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) Please confinmtlzatthe complies with heightand al�limitationsunder table S03IBC 912 Drive-in sank 4,000SF 28 22 51 110 109 219 1,084 YEARS FROM THE DATE OF PLANNING APPROVALcc and fire walls will be installed where required. With the building less than 40' from. property line SEAL can not utilize section 507 for unlimited buildings . Total Trips 208 99 307 456 563 1,019 9,062 Project Name: Project Number: An regtatred marl egress doors and SO°�.of the eletraaces shall Comply with accessibility tinder 15%Retail Pcus-by Reduction -16 -16 -26 -49 -49 -102 -1,103 1-1EDE r- I C O WNE CR S S I N G 4021 Chapter 11 of the IBC and ICC /ANSI Al 17.1-98. The door locations is not indicated on the plan - FT� at this time and shall be provided with an accessible route.. Total "New Trigs" 192 84 282 407 514 917 7 959 Magisterial District: Date of Plan: (Month, Day, Year) All structural plans submitted for permit application shall be sealed by a VA Design Professional.,TH opt, f PROFESSIONAL SEAL & SIGNATURE Please note the requirements in Chapter 17 of the IBC for special inspections for this type of �G, O P E Q 0 U N MAGISTERIAL DISTRICT DUNE 10, 2005 0 structure'. r� Fire Suppression System or Fire Barriers shall be installed if area exceeds 12,000 sq.. UTILITY CONTACTS U THESE PLANS ARE IN CONFORMANCE. WITH Owner: Address, Including Zip Code & Telephone No. TUNG NIKI ADHIKUSUMA RVG MANAGMENT AND DEVELOPMENT 1000 NORTH FRONT STREET SUITE 500 �d No. 026715 a FREDERICK COUNTY STANDARDS AND WORMLEYSBURG, PA 17043 Water Frederick Count Sanitation Authority Phone: Verizon `� w DATE: DULY 12, 2007 / Y Y o `W ORDINANCES. ANY DEVIATION OR CHANGE Sewer: P.O. Box 1877 P.O. Box 17398 � � 1-(717)-731-8580 Baltimore, MD 21297 �S Cs IN THESE PLANS SHALL BE APPROVED BY Address, Including Zip Code & Telephone No. Winchester, VA. 22604 SIGNAL THE DIRECTOR OF PLANNING PRIOR TO Developer: RVG MANAGMENT AND DEVELOPMENT 1000 NORTH FRONT STREET SUITE 500 SCALE: NO SCALE (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. CONSTRUCTION. WORMLEYSBURG, PA 17043 P.O. Box 1458 P.O. Box 2400 1-(717)-731-8580 DESIGNED BY: JSM Hagerstown, MD 21741 Winchester, VA 22604 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 1-800-654-3317 (540) 869-1111 151 WINDY HILL LANE JOB NO. 4021 Virginia Utility Protection Service 1-800-552-7001 GREE,' NWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 2 --ir -I _ - , I I I I ( I I I I I I I I I I I I I 45 44 43 42 ,---A1 41 40 39 38 I I I I I 1 I / - \ 1 1 1 1 1 I I I I I I I I I I I I I 1 / 83 1 1 1 1 I 1 i 1 1 1 1 14 53 52 51 50 49 48 47 1 1 1 1 1 1 1 1 T 81 8m �9 �8 11 >__� -�-� "6 75 46 1 1 1 1 1 1 / I 1 31 36 35 34 Np �J"l 86-<1-7 82 1 m 1 I I I I I I I I I L � - I I I I 1 r 1 CH,4RLES M. C.4/N 1 _ � DB 749 JFG !m8 / / — zONED: RP / — - 1 1 1 1 1 i 1 I I I I I I I I I I I I I 1 - uSE. RRES - 1 1 1 1 1 1 1 1 1 _ - � �.I %` 7' - 2 CTI. 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EMERGENCY CJ F �� .i (V � 401S N ,_l \ ERCxE CY SPILLWAY (111 / . 5'R 121' S �' 55.90 � - V �J W-11 I'r . .� . �-- 1.50go SLOPE 5' I 190 N I � PROP..6',SAN:,LAT � h 11 . .. TY O .........'I �. �i n- I / , . T . . '� E vl TY OTT D Cs ATE 2 9' w I I /4 } a . . ART 502.1 . . '. ' IT . . �_ I AAS TO H 25 TED I .. - 32 f _ ,i�_ ,,1 15" ADS -12 _j t, _ _ IL. I ' `��' y 1 . 0 (F�`� qm A 0 �, ,X / ,�%, 74 I; 11 I n �.. �... 0 8 A 010 _ r V; '` --1- N 8 o z pD .'." vGo011 sad osT9T�- 1- s �. . -TRENCH FORMER 54 -• 1,50ga SLOPE to .S.0P . . D. - o D I � Q� �p =� - ��If o b �� s E "III I T I i f N I ,�� �� "$ .. A - 1> . a. .I'.1. 5 m MARTINS I. 1 Q j I N 0 1' \ ( __ a . I E _ CxROGERY w CRICKET CORNER . . .f . It- 2 ' 5 z D (o(o,(T 00 S.F. m WALL TO ALLOW WATE Z ,1 1 I . . .r 1A TO DRAIN AWAY &/_ �, = ( . I ��l ..� _ I 1.. I.j I �I.MI / I-, ---I . . . . . . I" 5 N-12 TYP. � .509. SLOPE Cn tZ I - - . . ____ I �� / aK_A�� . '.. F -- I . . . - — m / � ? Q l� 22 ' 2 I 1 Rt._._ �3T* 0 G,q,V �9 ,� z �e j . , / y � DI / f - 7 ,�� L. D / ,�S 1 X ...... f .. 'I 3 I- .'.. I 4 T f �. f 4 I11 - I.. � . I . . I � / , / � j .) .�- t. . . . . I N .. 7U A .... � 1` 2 7 "� J � © I s � 395 SPACES ,o I _. / � 1.50ga SLOPE � � I F... \ r,, . ASS C.Y. ; _,_ I / . . I 39' /; = , � h - r _ e . I C 14 .. ... I -0 �a ::u I . . I � . . . . . . . . . I . . . . . . . � I . . T --I ... I . . I I . . . . . . . . . . . * . . I . I , /_ - __ I _� / - . . � . . . . . . . . . , . 'y - ;Z� r,j I . � .... ), . , , . 'IC , zi -_ I... I 2l '� I I �. ` ILQ -0 m Z 3 0 �-_ " .<on 4/L</ 74$. f p, -D G D o 4 �' N .QN 6_?_ //r J 6. g p I �Y 11 .. ,. v� rJoM l r 8ti4 .. .... I I : z z .. ��o. �/ . .6CA / . . . . � I r = 7_1 A . A' A \ U "t � N� � . . O I N m / '�$ ..... - . . 7 . . . 4 t y � 1.50% SLOPE � � 1../' F 14+00� O a a ❑.. . . . . . . . . . ...... 55BL . ... � .. r>. _ 1 � k-, "') B v ? INURE -1 . y. _ N ///UUU u o . . . . . . U/� . . - - , 8' I 2 10 I M ... E P>4NSIO�I AREA o_II `•'D f. 4 1. � \� '�' a = .STOPU .. - . - = - - ...... I -� ' ...' o — -_ 1 / - y _c��1 I }rtl I m I_ f ' .. a _.. _._ // 38 11.. _ - d0 S I N c,z o N y y �\ \ .. m D 16 ...... - I A �� ..... i§. � . . � __ A - I .. . ... ./. . . . .. .. I z ___ / 7v ,\) �_ �'' .. .. . . '. '. " o V-' PROP. 8" SAN. - 4` % /rys t,�6-��7 \ ... I ...� .. �_ _._._ r .. sr TANK I / rr,.e-�4 G�.. !!! 12" 5D 1. o l7... - ,--,*' / - I RETAIL N For Inside Service Installation 21 W�M � — �Li . ,, ... ... - �. _ Notes r I . a 1', + � ... a .... I_. 141fdO S.F. .. y u �. �_/ N a .. . 0I. T- - .. PROPOSED y ..... . <....... V V M.... _� D a .... ... m I _t — �� '. i 1 �4DD ITf ON: . `PROP: 8�iRa 5ERYICE. 1. Both water services (domestic and fire) shall be metered, and each shall have a double �► 1 225 SQ FT - - . check backfiow prevention assembly. N 1 A '{ �o_.... �o. P Y 1 l.— ICE ai > A 1 . . �'. o a . ' 2. FCSA shall review the mechanical drawings containing the domestic and fire service /I -, -1 . . � . . .,.. I . rn 2 4., pD .. .1. meters and backflow prevention devices, and approve the designs and materials. $1 - .45'. R O 1 . . . . . -v z EXISTING .. -. 0 3 R f t FCSA C tru t N t 10 11 a MEG1�,4NfC,4L AYY UTY SLOT ED RATE - Z. 25 � e er o ons ion o es an PAR "150 .14 ./ . . . . . . AA HTO -25 RATED z I_ ROOM . . . m.. . a . . . . 4 requirements r.,fer to FCSA Standards & Specifications -section part p � Pa n 1 0. ". ./. For material requvr K� IL CxRIT �. -�, �- , .. .. paragraphs 7 & 8. aRATOR BY . n. . . 41. x m j . ETHERS �� 1.- - I — I M o.... .... . / / /: a oWR � FH./ / / 51 R :,,, . . . . . N A55BLY. I . . .. . .i NCH FORMER D �. . . -:0, / - / / 8-BAY, j 8A r 3 4' � U. �. / �. s sraTloN _ i , y •.' // F5 . . 12 32' 11 0 Ol I - / a .. �, 2 " AD N-12 . . . . . �.. . . . __ / s. .I..... - 4� -9 E . . �� .. ... _L " a OlS... I 1 I `.�111. 4 748. �, zi� t 0 "� PR P. 2 W�11 ESMT 'L�! I 013% - ,� � � 6 _.? \ I S� 5'R R I T .. I ... I / /sF � .. . . d'Ze. 7>S B1115 R / I � I - .... . W. ... .......I .... 4 W. 11 . J. W. yr ���� Y/Y/' Z. '� A r-r��- A . . . . . . . . . . . . . . I. . . . . s i i �,.^5 �_—...... --�.. m 6� A. I. ..�. Q A-f .... sri r ;ios>,n-GR ,X - � . . . . . �0+t,� . . A A �--� M . A M ^—� A . _j j -- �� A. A A err'• A . . ,A� . . . A' A T_ �— A A —A t� _�- A A A1. J ..-�— . . . . . . . . a_.._ _. _ f r #.-" . ... T z: - . -_� . - a �_ _ .. 4 �� ADS N 4 v.- - 7i \�__� � ,,-, / r,a/ - - 30" ADS N-12 42" ADS N-I iiiiiiiRom — i R/ _11111____<�n:- 6 -� I � I 0 ' CONCRETE SIDEWALK - � I 1_1---__ 2S' !! A T;'/ ` = ' i� - --� / = HEAVY DUTY PAVEMENT '� I n =,: / ���58.5� _ —1 s - r �. ii - \P �.�, �S IF5, f? 2', L 0 1 Lrl ; i I ; � o I I � X 1 / O - - D = = -1 I . I /- d,c3 `b4 y� ��f� - 8„ S� S w sMr i- / �/ % �_ 9 R / T_.._7_1 / 35 2yp- : c �°�e / /i I - - _ _ - - I I I LOt 1(d6 OT 2 �� l �1 I I I 1 1 !m E �\,I /j y` I to r I tip l 1 I I I LOt 124F 7 LOT 115 I 0 �' ID 0 A -- I - i//'_ 1 I I I = It }- r t- � I I I ,� I I _. ' / M L i0 — � �i ` r?t;, 1 ! �� •4 �'�, I I O O O O LOT 105 j, �oT FX. ��; l / 1 a g _ N r 1 1 _ _ _ _ o -1 86c-I-2A / l01 SFw FsM rv.: - 0 O ~O 0 - - - - 1 I I 1 I I - - _ - JAMES L. BOWMAN' " _ - � E 30 I S i O -_ __30 60 I / \ / a I C/O NOTTOWAY TOWNHOUSE ASSOCIATION _�iii�j � � O � � � LOT 116 � , 0 -a LOT 123 1 I I I 1 1 1 LOT 104 D B ON 2, PCs. 510 C pT ! _ t® / f I I I I I r - - - - _4___J 1I ED RP; 1 1 GALE: I = 30 \ -_ / / _ I USE: RES � \ l �, d� / 1 I I I 1,_ --- — I I I I I I I I1 _. 0 z oC lil W z a z W `\2 o L, co 00 t 5 a �Cd 'C"d:A �00o ' �� o a a�U 1 0) G Zx �, " W�� (L)Ir. W � ° ,0� ,i,u-, � x� � P- Hw N L L a) o •N Qi i, ( C a) 0) "d 0) L. § C =1 W Q1 0 z w lY a D_ o-1 > z< w Q ry -1w _ W M w z z z W �_ � W O Q zz Lu Lumm O � z 1-- W ::i z �tYO W-�:: z 1- - 0KD C) � Q Q � W r Q O O O IT IT ram p OF t'I re o f'� TUNG NI ADHIKUSUMA�P. No. 026715 W O \A'S�,, AN/1(�� _ AL _ 0 z IIIIIIIIIIIIIIIIIIIIIIIIIIIIII W N z O 'OA VI r�l f� cc 0zI:2� W W in - � �4 ;Z M m � � (2- W E-1 0 U 3: O ;-Rj I-- U1 ~ � � C-) U) CE he Ly be �,, (z)Q W (1) X �D Q4 4­1 x a cc W W< G5 O W cc 916 DATE: JULY 12, 2007 SCALE: 1"=30' DESIGNED BY: JSM JOB NO. 4021 SHEET 7 OF 2 VDOT GENERAL NOTES VICINITY MAP GENERAL NOTES SCALE: 1" = 2000' Z 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia LEGEND Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and construction standards and specifications and/or current VDOT standards and specifications. federal or local re ulations. In case of a '`.,` / `. !f „Ie - C+.r���',vp, _- i/'l1! !"`�1r:,``f.�`�� .� {q `E i .� F 4` __IP f --,_ ;r/ ri�,.3 f I, ;, f �! t f County constru p / Sediment Control Regulations, and any other applicable state, fed g �" : t:, j / discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall ,f � fl � � /(�` �� ��f1` 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during` �� f `ram l Ii. �?L� l / Jfi UJ EXISTING INTERMEDIATE CONTOUR � `,, -- ` r a / r - - QKN , _24' 1 govern. 33 , ,/ �-' �`� ` .i / ,, t , construction, permit. The approval of these Tans in no ways must be provided prior to issuance of the site developmentp PP Pr �r ' �,P' w" �` r V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health ' , , ,/ 1 � �, , j„�; ,� ir, - � cry agent of the responsibilities contained in the Virginia Erosion and Sediment P Y P P Y EXISTING INDEX CONTOUR relieves the developer or his ag p g / �f , ', 1 ', 'I it' =" �/ /' #` Z Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. 1, .� l t ; �� , ` `- ", II---m Control Handbook. 1.1 f' � `- { - ��, <, r } `cam / PROPOSED CONTOUR 40 � s �;. � r ��� � � �� �. ��� ��� / c� � �`� / J � V right-of-way, all traffic control whether ermanent or tem orar shall be In �. t., a �r-.y,, t, tf must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working within DOT rlgh y, P P Y EXISTING EDGE OF PAVEMENT ! . , � -,. � 4 .N �� - , f'�� '� r, � )A �. 3. A permit mu g of VDOT's Work Area Protection Manual. Furthermore, all traffic control ' ` ,f r;. `c``.,` � ;. f` - .�� .1% ` ,C :- ,' ,�', - :. State right accordance with the current edition PROP E/P � P� l r �. � ^;� ,���' � -� s` ��`- �.: � � � (VDOT) and Frederick County prior to construction in existing Sta g y -< '`£�`' ` �, f y flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. PROPOSED EDGE OF PAVEMENT i , / > ' ,f` f ` t,'' ��� ,.` -- , , � �1�`J�_ K , 4 P - �� �. _ � � EX G6 t ✓, i\dr`t lLy�r j / j 11J`mot 'it< 1 ` 7 'L Q LO es not guarantee issuance of an entrance permit by VDOT when such permit is EXISTING CURB AND GUTTER 4. Approval of this plan do g : V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic ,� ; ; // a,f IFS <, --�r / ,,r" 00 required under State law. ,� j �fi `r .%`/� t h; :.: ; " �, -�- t�' r q signal poles, 'unction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the PROP G 6 l.: i 1j, c� I �/ ` �3 i r. , - q�§.-�._ j ,. %' c� g P J PROPOSED CURB AND GUTTER �. ri, 1. ' � _41j ` , �, ,�, , I sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict / '' s will be determined b VDOT personnel. A joint inspection will be held P Y P Y . 5. The exact location of all guard rails it Y P ] P vit VDOT a royal of these Tans does not indemnif the develo er from G6-6 GG-bR Cl; i "' 4 �' r, x `,a�, - t f ! <` ;i Q r. "" ro � . Vir inia De artment of Transportation with the proposed construction acts y pp p y P q ,� , . � `, , ., . - , r t� l , j 4 s. . with the Developer, County Representatives, and Representatives of the g p P TRANSITION FROM CG-6 TO CG-6R �;1` E � U �" s4,E '� ��. _ ,x / r�..rR.� co ao v ditches will be needed. The developer will be this responsibility. r (VDOT) to determine if and where guard rail and/of paved P t ��` �4 ,' � �` �` } j � -p =ti f � 'P j ` a ^�- rz t� r T ° >' r .� t'lftl j1+0, f 1� % rj'✓ 1 g' i / 7ft Q I responsible for providing guardrail and awed ditches as determined b this joint ins ection. Refer to EXISTING TELEPHONE LINE`r : _ , % , >. d- � P P g g P Y , P V5. Design features relating to field construction, regulations, and control or safety of traffic may be subjectt�f �� if%f r 7-, 90 7 �, r '� , ? ;% x V Guard Rail and Paved Ditch Specifications. expense incurred as a result of an field revision '1 "�� try_,'~` /` li , Virginia Department of Transportation (VDOT) P to change as deemed necessary by VDOT. Any additional p Y PROPOSED TELEPHONE LINE T T 1 \ � C �s /` Rqq tr=F P° �'' I - Eli, `` j � '� �t'� " ~ ��.ir'" did j I I` !1 " b "^`^-> s P" l J/ 11 f I n, f " �1 s must be available at the construction site. Also, a shall be the responsibility of the developer. / J 6. An approved set of plans and all applicable permit EX. 15" RGP f `''�% ,w r s �` 1 1 �i`r`f ` '� j�l ( ~d �' I °� EXISTING STORM SEWER j of f ,1 i '� r �;- L_ ! i f f, 1 r/ Jl ` " / r `� o representative of the developer must be available at all times. = '`"R ; `f '` _y = ' ; �_, �" if ' - ! �/ / / W p p V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use >,�� r� , - � , E`i�r + ,` 7f ' ! 7 � 4 �c� an ermits for an work within VDOT ri ht-of-way. PROP. 15 RGP r� �i ��� Ra . #, { f jG j a P Y g , f� / 'f �I 1J '•� j r. 17 - �� � r " 1 r T - ,� i��' a' �C 7. W markers, barricades or fla men should be in accordance with the Manual on Uniform Traffic PROPOSED STORM SEWER f / ;, � *. _ _ -I % Warning signs, m QQ �'� �, . 4 )p, , fi � `` JL v t :l �� t`F > f�%`fl ry J 1-4 s H g ~`� r ; f t! 3 �"y `'a,, I,. f i ce. ? / t 1 ��t°! / j' Control Devices (MUTCD). V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held 1 �: b the engineer and/or developer with the attendance of the contractor, various Count agencies, utility EXISTING SANITARY SEWER f , r I R. %:1 � v , 1 , ; -, �-- Y b' / P Y g Y :ri ff fi r r,I _ f %' 9 3� c `'x �L i�i" .- i 8. All unsuitable material shall be removed from the construction limits of the roadway before placing companies and VDOT prior to initiation of work. PROPOSED SANITARY SEWER ��4 till ri f 1 /F 04,Jl ' �� % };( j ,� /',,``:. j fI J` :; �' v, cn embankment. J1. Y Y g Y t f f ' rIj } .' f r i, f . f a� o V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for an EXISTING ELECTRIC SERVICE `u// ff // , < . �, a 9. All pavement sections on the approved laps are based on a minimum CBR value of 6. CBR values less,\ ,` ;i ti �;' £ / r . ' 1,' a) P PP P undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any requirerr h d :� _� , f - , " f . r _� , , than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. or requested inspection. PROPOSED ELECTRIC SERVICE I ` 1� ,r' i -1--- N �.. � } � •. �t i �' ✓F � '� � } �,` ` r! � f f \1*1%� W fn 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent EXISTING GAS LINE11 f,``I a 1 ; r t, r� P �7=- - on the plans and as required at the field inspection. f r ry f p q P public roadway via a construction entrance that is constructed and maintained in accordance with Section / i _ ~ _� s V ` ' !" f I > 11 \ I� 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected PROPOSED GAS LINE s r I ~ `� 5 \ ' ' ° f � 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall P P j f f , ` `f t -, % ^` '`'� �f 1 4` PP PiP by this project shall be maintained through construction. The Developer shall have, within the limits of the ff, a / �._ Y \ be minimum 6" diameter and conform to VDOT standard SB-1. project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion PROPERTY LINE /% �`r / f�11" ' / , , --, / ` , � ' , e and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous "� % `? --_ `� I'r g ' �'`. `/ ',` X� ,f '-Z, 11 ,__- -`"`" 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than basis for proper installation and operation. Deficiencies shall be promptly rectified. FLOW LINE ...- -. ... -...� ...- ...- one litter receptacle shall be provided at the construction site. FENCELINE * # -s * # � X # # # U P ]� n P �T V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end SHEET T Il ►lD 11 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to of construction. EXISTING POWER POLE 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 Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum EXISTING TELEPHONE POLE 6 1. COVER SHEET condition at all times. thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict ° T ° 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary points. EXISTING WATERLINE W/ TEE w 2. REVISED SITE PLAN sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut PROPOSED WATERLINE W/ TEE �''' w T w V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered sheets, and connections to existing lines. during the course of construction shall be immediately brought to the attention of the engineer and VDOT. 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved EXISTING FIRE HYDRANT standards and specifications of the Frederick County Sanitation Authority. by VDOT. EXISTING WATER VALVE w e w Z V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT W 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be PROPOSED WATER METER m v contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed resent to insure the sample obtained is representative of the location. When soil samples are submitted to prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing P P P P EXISTING REDUCER w '� w LU p private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project 11 o � utility verification and the proposed construction. to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards PROPOSED REDUCER 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a and procedures. STOP SIGN � 4 result of his construction project within or contiguous to the existing right-of-way. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted HANDICAP RAMP (CG-12) � � W 18. When grading is proposed within easements of utilities, letters of permission from all involved companies in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within DENOTES LOCATION OF STD VDOT must be provided to Frederick County Public Works Department prior to issuance of grading and/or site plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the CG-12 AND OR JURISDICTIONAL direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT STANDARD CONSTRUCTION W development permits. Z Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless PARIUNG INDICATOR 12 Z 19. The developer will be responsible for the relocation of any utilities which is required as a result of his specified otherwise. INDICATES THE NUMBER OF TYPICAL PARIUNG SPACES project. The relocation should be done prior to construction. Z V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as TEST PIT LOCATION O 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected specified by VDOT. 0 in accordance with state law. In the event gravesites are discovered during construction, the owner and M V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet &\_ tIl engineer must be notified immediately. VDOT minimum design standards and is the responsibility of the developer. HANDICAP PARIQNG O 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. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be VEHICLES PER DAY COUNT 100 Z installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the O 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard Manual On Uniform Traffic Control Devices. PROPOSED BUILDING ENTRANCE C' proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered n professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the < professional l report has been prepared, it should supersede the requirements in this note. start Qf construction. Copies of all invoices for materials utilized within any dedicated street right-of-way EXISTING STREET LIGHT L) must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices W 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating may be obscured. PROPOSED STREET NAME SIGN + or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION Q of excavation or demolition. Names and telephone numbers of the and operators underground utility lines V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. PROPOSED SANITARY LATERAL CLEANOUT OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 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 SANITARY MANHOLE IDENTIFIER 12 PROJECT INF0RMA TI0N ~ O1 24. All utilities shall be underground and any lighting shall be shielded to prevent glare on adjoining properties 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 Q is and road right-of-ways. construction and testingof the density control strip. O A Y P • STORM DRAIN STRUCTURE IDENTIFIER \ 6 �0 PARCEL IDENTIFICATION N0. 86-((A))-10 = 9.81AC FCSA CONSTRUCTION NOTES 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 EASEMENT LINE H OF Specifications are available at www.fcsa-waterVTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be ALL SIGNS SHALL CONFORM O f'j�� 1. The Authority's Water and Sewer Standards and Sp submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the CENTERLINE STREET ADDRESS: DOUBLE CHURCH ROAD TO SECTION 165-30 OF THE r opportunity to be present during the construction and testing of the control strip. FREDERICK COUNTY OWA 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. EXISTING SPOT ELEVATION 12.0 PROJECT AREA: 19.74 AC SUBDIVISION AND ZONING �' TUNG - HIKUSUMA� 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger + DISTURBED AREA: 18.57 AC ORDINANCES b shall be explored below the bottom of the excavation to determine the type and condition of the foundation. PROPOSED SPOT ELEVATION -115 s ,A No. 02 15 requirements. 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, EXISTING TREE LINE CURRENT ZONING: B2 ALL BUILDING HEIGHTS SHALL o'�'��, �1 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. CURRENT USE: GROCERY STORE, RETAIL CONFORM TO SECTION 165 83 SIO or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation 5. When an existing water main is tapped for the installation of a new line: stabilization shall be determined by the engineer and approved by VDOT. PROPOSED USE: RETAIL REVISION OF THE FREDERICK COUNTY 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. SETBACKS: PROVIDED REQUIRED SUBDIVISION AND ZONING b) The developer/contractor must: FRONT ORDINANCES 35' 35' 1. make application and pay deposit V23. VDO'1' Standard CG-i2 Curb Ramps shall be installed where indicated oil these plans and/or as Specified REAR A N z r Tnry n rA cr r MUST i2 2. mark the tap location. N� Q mil`. L,.L L I .�LGLlAGE r.�., S � �,E by VDOT. SIDE 50' 50' WALL MOUNTED. INDIVIDUAL 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in FREESTANDING SIGNS ARE NOT 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 PERMITTED. grading is mostly complete. MAXIMUM HEIGHT: 35' MARTINS (26.67') RETAIL (22') 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/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. 0 b) The frame and cover shall be set to final grade. F.A.R. CALCULATIONS c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. LOT 86-((A)) -10 = 427,323.60 S.F. d) All components of the meter box assembly shall be in proper working order. TOTAL = 701,851.78 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. y - Application for Service must be made and fees paid before work will begin. FIRE MARSHALL S NOTE PARKING TABULATIONS { W b) An pp TOT. BUILDING AREA - 80,356 S.F c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. PROP. BUILDING /LOT AREA = 0.1144 < 1.0 I j � � d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the g g (*) PROPOSED BUILDING DIMENSIONS SHOWN ON PLAN ARE APPROXIMATE, � PROVIDED REQUIRED � W � property line. Fire lane markings and si naee: The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. Any "No Parking" signs and yellow painted curb locations will be installed ARCHITECT SHALL PROVIDE ACTUAL DIMENSIONS WITH BUILDING PERMIT { e The Authority will install all sewer laterals. by field inspection at the direction of the Fire Marshall's Office. APPLICATION. GROCERY STORE 381 SPACES 381 SPACES I U) i� � - �:. 76,200 SQ. FT 8 H.0 SPACES 8 H.C. SPACES i � O� ,� � 1 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, i RETAIL 86 SPACES 7. SPACES z as required). The assembly must meet ASSE standard No. 1015 or 1013. i4,Ioo SQ. Fr 14 H.C. SPACES 4 H.C. SPACES 1 E4 1 PROVIDED TOTAL: 467 w 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector HANDICAPPED PARKING NOTE double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. � Radio read remotes are required. . ��, it < U) Handicapped parking spaces and aisles shall slope 0 WNERS CERTIFICA TE w w � C) no greater than 2% in all directions. o ® M � � CONTRA CTOR AND INSPECTOR NOTES APPROVAL U F' w TRIP GENERA TION DATA The foregoing Site Plan of the land of - - Y o Q a -D Q4 is with the free consent and in accordance with the desires X C° 4' of the undersigned owners, properties and trustees if any. ® W ITE AM Peak Hour PM Peak Hour ADT %% - LL � Land Use Amount Total In Out Total � f � 4-`� ,;," , ; Code In OutT LLL Building shall comply with Tire Virginia Uniform Statewide Building Code and section 309, use DATE � a IVi ea�aa�ti�e),oftheIntemationslBuildingCode/2000.OthercodethatapplyareICC/ 710 Office 37,500SF 75 10 85 21 tot I21 625 FREDERICK COUNTY ZONING ADMINISTRATOR DATE �� ANSI A117.1-98 Accessible and Usable Buildings and Facilities. Tanks and canopy shall comply 820 Retail 112,500 SF 105 67 171 326 353 679 7,353 with section 312 Utility of the IBC with a travel distance not to exceed 500' to bathrooms *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE 5 912 Drive-in Bank 4,000SF 28 22 51 110 109 219 1,084 YEARS FROM THE DATE OF PLANNING APPROVAL l? Tease confirm that tits complies with height and are limitations tinder table 503 IBC i SEAL and fire walls will be installed where required. With the building less than 40' from property line Total Trips 208 99 307 456 563 1,0 t 9 9,062 16 can not utilize section 507for unlimited buildings . Project Name: Project Number: Ali required man egress doors and 50%of the entrances shall comply with accessibility under .15% Recoil Pars -by Reduction -16 -16 -26 -49 -49 -102 -1,103 FE RIC TO Y f 1 V E C R`u" S S ING 4021 chapter I 1 of the IBC and ICC /ANSI Al 17.1-98. The door locations is not indicated on the plan . at this time and shall be provided with an accessible route.. Total "New Tri s" 192 84 282 407 514 917 7 959 Magisterial District: Date of Plan: (Month, Da Year TH OF � Y ) An smmctural plans submitted for permit application shall be sealed by a VA Design Professional_ `� 1 PROFESSIONAL SEAL 8e SIGNATURE please note fire requirements in Chapter 17 of the IBC for special inspections for this type ofsftucture. '`` �, 0 P E Q 0 U N MAGISTERIAL DISTRICT J U N E 10 , 2005 r� Fire Suppression System or Fire Barriers shall be - if area exceeds 12,000 sq. & UTILITY CONTACTS O TUNG NIiQ ADHIKUSUMA� THESE PLANS ARE IN CONFORMANCE WITH Owner: Address, Including Zip Code & Telephone No. b No. 026715 � FREDERICK COUNTY STANDARDS AND RVG MANAGMENT AND DEVELOPMENT 1000 NORTH FRONT STREET SUITE 500 - -- Water/ Frederick County Sanitation Authority Phone: Verizon AO Ww ORDINANCES. ANY DEVIATION OR CHANGE WORMLEYSBURG, PA 17043 DATE: JULY 12, 2007 Sewer: P.O. Box 1877 P.O. Box 17398 � 1-(717)-731-8580 '�, Cs~ IN THESE PLANS SHALL BE APPROVED BY Address, Including Zip Code & Telephone No. Winchester, VA. 22604 Baltimore, MD 21297 SIGNAL THE DIRECTOR OF PLANNING PRIOR TO Developer: RVG MANAGMENT AND DEVELOPMENT 1000 NORTH FRONT STREET SUITE 500 SCALE: NO SCALE (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. CONSTRUCTION. WORMLEYSBURG, PA 17043 P.O. Box 1458 P.O. Box 2400 1-(717)-731-8580 DESIGNED BY: JSM Hagerstown, MD 21741 Winchester, VA 22604 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 1-800-654-3317 (540) 869-1111 151 WINDY HILL LANE JOB N0. 4021 Virginia Utility Protection Service 1-800-552-7001 GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 2 i I I I I I I I I I 45 44 54 I 43 42 41 40 39 38 ' 14 53 52 51 50 I I I I I ( I 81 80 �9 78 fro �5 49 41 46 I I I I I I I I 3� 36 35 86 -A- 7 � 82 I CkARLES M CAIN I I I I � I DB 749 fix !ms I I I I I ZONED: Rim / I USE: RE'S 1 IX i FA j-A — --- -_ _ PROF' VSiDEWALK-,- �U �-:� ADS N-Z . . . `' , 21-...—....--- - ACT / _�r __r . . . . . . . W. T"_ V V V. V. Y y FN. -�- u. M .V . .V . V ^�^^ Y . V . K- Y Y _ y w y —T Y +T- W. . ASSBLY. r ilr.r 18+00 . . . . . . f9+00.12 SDR 21 W/I I. . . 2040 . . . . . . 21+00 Iv ` -. . . . . . . . . . . . . . . . . . 22+00' p� r_ 7 •� . . . . . . .PROF..20 U1MM ESMT. 1 cn 5R A585LY: . . . . n....... 1 .��.. I ..... _ . I o - . \y ... \ 26 MIA 6 GROUTED RIP -RAP G' ' r EMERGENCY SPILLWAY 5R 121' I \\. 1.50% SLOPE 5 N � . I Iga PROF.. (q SAN: ,LAT' I' TY' 0� E VY DJTY OTT D GFATE 29 } I f' 502.1 0 ART � JI AAS TO 1425 TED _ � ,,.., 321 15 ADS -12 tI I. I . t ' y ' 1 ...I ... I. �' 1010 , I 0 �G 5 I I I NCN FORMER 6I 1.50% SLOPE ^ CA � $ QP I II I I N .1131 I a2l�w 5TD 161-5 T -3/ '�8 ,0 i U. L i i �I 7 6 � �VF -a 4156- uSFs'� 93 a W W z CQ o W 0 in CD C\2 CQ I a bk Rcoo N Lo I����11 r-1 FN � F11 � 1V^ 1W� C l ✓l Lo W W LOCo a � E-+ (1) o c))i W V) z w v o CL > Z J Q W Q W m W Z Z J Z llJ I— — cz wz W WW CD Ib cz < !Y Z W T= �n K Ca Q C) D � Lu W W C c/_ < Ld O O f r�NOIT � TH OFI,j O� r� TUNG NIIG ADHIKUSUMA9 No. 026715 O ZONAL Z y O co E----4 10 E IM z r� 0 �4 Z D �1, J w E- d OH � CO —' Y Q x L a W�� a LL. cc LLI DATE: JULY 12, 2007 SCALE: 1"=30' DESIGNED BY: JSM JOB NO. 4021 SHEET 7 OF 2