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HomeMy WebLinkAbout67-04 Burlington Suite Hotel - Hotel - Shawnee - Backfile (2)FREDERICK COUNTY SANITATION AUTHORITY JUN 2 7 2,il ROBERT P. MOWERY, C.P.A., Chairman JOHN STEVENS, Vice-chairman RICHARD A. RUCKMAN, P.E., .Sec -treasurer J. STANLEY CROCKETT DARWIN S. BRADEN Mr. Bipin Patel 150 Wingate Drive Winchester VA 22601 REFERENCE SUBJECT Dear Mr. Patel: P.O. sox 1877 Winchester, VA 22604-8377 June 26, 2007 Burlington Suites Bill of Sale A copy of the recorded Bill of Sale for the above noted project is enclosed. N—Vellington H. ,Jones, P.E. Engineer -Director Ph. - (540) 868-1061 Fax - (540) 868-1429 The Authority now owns the newly installed water and sewer facilities and appurtenances. Your one-year warranty period began on the date we signed the document. Thank you for working on this project with us. Sincerely yours, Thelma H. Snapp/for John G. Whitacre Senior Engineer /ths Enclosure Cf: Frederick County Zoning Administrator WATER AT YOUR SERVICE CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. An unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDERICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. 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 developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 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 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. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. 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: a) The location of the service lateral is to be coordinated with the Autho(ty?s Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1h" and 2" 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 meter. e) The Authority will install all sewer laterals. 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. 11. All fire lines shall hove a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. VIRGINiA DEPARTMENT OF TRANSPORTATION V1. 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 govern V2. All construction shall comp) 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, wheather permanent or temporary, shall be in 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 in 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 hove, within the limits of the project, on 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 where possible 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 obtaines 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 V15. V16. V17. V18. i�3 V20. V21 V22. LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.Q.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted 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 VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. 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. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed) by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. 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. Aggregate base and subbase mate6ails 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. 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 ViM-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 gliven the opportunity to be present during the construction and testing of the control strip. 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. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation c6terio. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. f i_ r- Y r I i t y: g I: ass 3 Ink Vicinity Map Scale 1 1000' gilbert w. clittord associates a division of Patton H arris Rust & Associates,Pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 +A F T 540.667.2139 540.665.0493 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX COVER SHEET 2 SITE DE1,SL OPMENT PLAN 3 GRADING & EROSION & SEDIMENT CONTROL PLAN 4 SITE LIGHTING & LANDSCAPING PLAN 5 UTILITY DETAILS & PROFILES AND 51TE SECTION PROFILE 6 STORM DRAIN PROF/LES& DETAILS AND BETA/NING WALL DETAILS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pr;,, -c'onstruction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule thle required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment fontro! measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate !rind disturbing activities. 3. Prior to release of building permits, the following items shall be complete: a) Subdivision shall be stabilized in accordance with the approved plan ki.e, road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the folloring items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from he engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordace with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder it the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shol be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfacod are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon comoetion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1, Burning of land clearing debris requires a permit from the Fire Morshol. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. OWNER'S CERTIFICATE I hereby certify that the property contaned in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. BURLiNGTON, LLC BIPEN PATEL 150 WINGATE DR. WINCHESTER, VA 22601 PH # 540-678-4283 A�� N O d F L '6A a A. Mislowsk , JrZ O CERTIFICATE N0. - U 020674 14 REGISTERED AL PROFESSION _ ENGINEER _ Date Date Date FIRE LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all corners of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Approved by Frederick Cou9 Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval sfi j; o_ S:.g.. Sheet.Number 1 of Revised 1-18-05 per F.C.S.A. Comments ®ECE J FREDERICK COUNTY PLANNING & DEVELOPMENT i I I ' ! i 64i _('12)LLJ p i DE -LID 010000064 I �. w ;ii I TONE RP I USE: RESIDENTIAL 01 v; X X D3 9541687 ZONE: `'P USE: RE:S11DEN TIA1_ ! 6 4A - ((2)) - 2 i ROY LL & Sl-RA IJfiI`,iF BARIQ DR 3291456 ZONE: RF' /U� SS E: REID!_._NTIAI_ 1 %1 F� E A -- 20,000 S.F. 1 1 3' OPAQUE 1Ov G RETAINING WALL BOARD FENCE u o DUMPSTER (SEE DETAILS) N ;u ENCLOSURE X X X X X X X TYPE: DI-2, L=6' 4 ro'i 20.00' 25' INACTIVE BUF TWO WAY yP. o o 11 TRAFFIC AHEAD D_0 NOT ENTER u ' 25- ACTIVE B FER - o °o IRE. LANE yr 34 , v- 86.00' ^� v a 17.00' i ,00' X.. 1-90' BEND 1-FH ASS'Y i ERE ARE NO 9.00, .00 6.00 METING ;ROOMS IN 20,00' 24.0 20.00' lo. o' T IS FACILITY a_ 12 .00 TYP : DI-1 ODD 20.04' VATER DD 419 LINa.T 6d Z 01 ` r 3 0 . >- 2 TYPE: DRAINAGE CELI.3 J r✓ �i . Ci SL.. 1.1 fV'OVlr. 1 i1 1 m H (SEE DETAIL) v � ;��- ,; ,,, z._f, _ �C,��;�. "S.F. o HOTEL i _ _ AREA=9,931 SF .o c� I r• T -, �.. c� FF ELEV.=711.25 U z �� L 70 ROOMS ¢ 1 8A Uj .aJ 3.0W N CO ry j O CO 0.00, 24.04' low, 9 > 20 W ® Co1C S/W 5 -0W 86,00' - (TYP) �z• DP LE MOUNTED HANDICAP PARKING < , ' S GNS INSTALLED PER VIRGINIA a0 I FATE _-CODE SECTION, 36�99.11.,.... m: NN TANK o _ (THREE REQUIRED} PE M SYSTEM21 , DETAILS 00 Uj CD J �T G-1 T� w co " a '` RAMP W/ RAILING SHOULD PARCEL 64A-4-7 BE DEVELOPED AND o Z T NOT BE ABLE TO MEET REQUIRED ENTRANCE s"Q W-' Oro3 FROM FDC � M - SPACiNG TO GAIN INDEPENDENT ACCESS TO EX. - w -- CONE S/W A F.D.C. RTE. 50, AN ACCESS EASEMENT WILL BE Q (� PROVIDED THROUGH PARCEL 64A-4-8. SHOULD V ROOF 10,1 co 7 INA MAINTENANCE AND USE AGREEMENT BE Ld 5 , RAIN O` I3 RATIFIED BY BOTH OWNERS. _ 1 C6 C7 Ao 1 z TYPE: DI-10 1 6 20 WA RIGHT TURN ONLY ' EASEMEN ry r LLJ 10.00' N 6" FIRE SERVICE o s TYP. LDw 77 ' � Q In ti 1 8"x6" TEE 0 1 FH ASS'Y TYPE: DI-2, L=6' 36. CG-6 = ►n 1 CG-6 (� 2 METER REMOVE EX. CULVERT ,» 5' PARKING SETBACK ,\. 00 ANr)�.J.10 ;' 1 OC. RELOCATE EX. DI - _- _ STRUCTURE r } Iv �j C3 I 1 A INV=703.44 - - \ w% �0 tar 7 641' - (i4))-10 1-- `,F ED 030011119 ZONE : D2 USE: COrLIMERCIAL :4,REA = 30, 000 S.F. 218 )OMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale U.S. ROUTE 50 SAWCUT EDGE PROVIDE TACKCOAT MILL 6 x1 1/2" JOINTS 1.5" SM12.5A 3" BM25.0 r-8" VDOT 21B i-- WELL COMPACTED SUBMADE HEAVY PAVEMENT SECTION Not to Scale 0 C7 Z I 14' J.38' cx W 7, I i2' I 1 P:1 �. EX. EDGE OF PAVEMENT/CURB -� '. 1 1 /Z SM 1 .5A VDOT CG-7 CROSS SLOPE- 1141 ' 6' BM 25.0 OR MATCH EXISTING 8' 21 B ,£,}TEND 21 B WELL COMPACTED 5090 0C P f!. BEYOND 9MX OF CURB U. SW ROUTE 50 WIDENING -8"x6" TEE -6" VALVE -6" REDUCER SUPPORT POLE AS NECESSARY DURING CONST. 15' TEMP GRADING ESMT REQ'D - `RELOCATE SIGN / BEHIND CURB M REMOVE EX. DI----�...- �• RIM HIGH =706.36 STRUCTURE EX RiM=705.65 REPLACE W MH TOP iNV IN= 701.95 RIM LOW= 705.89 I INV OUT=701.35 272' TO PURDUE DR. MAIL BOX TO BE REMOVED ADJUST RIM ELEV. ADJUST AS $ x8 TAPPING INV 8"PVC OUT=699.15 TO MATCH PVMT NECESSARY 4" SEWER LATERAL. SLEEVE AND VALVE GRADE=705.30 (EST) TAP BY FCSA BY FCSA 4004 SITE DISTANCE 400'+ SITE DISTANCE (3.5' EYE TO 35OBJECT) (3.5' EYE TO 3.5OBJECT) i� 1i v: CG- 200.00' TURN LANE RELOCATE AS NEEDED SANi TARP CLEANOUT RIM HIGH= 706.47 RIM LOW= 705.65 iNV 8"PVC iN=697.35 INV 8"PVC OUT=697.33 STR. INV=697.32 TRIP GENERATION U.S. ROUTE 50 (MiLL WOOD PIKE) aWPH/CSOW E ITE, 6THEDITION ESTIMATES 20 10 0 20 40 THIS SITE AT FULL DEVELOPMENT RIM=705.61 SPEED LIMIT 35 MPH - ADT 19, OOD WOULD GENERATE 394 T.P.D. INV N/A R/W VARIES ( IN FEET J > inch = 20 ft. FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. NOTES: L THIS ITEM MAY BE PRECAST OR CAST N PLACE 2. CONCRETE TO BE CLASS 03 IF CAST IN PLACE, 4 D00 PSI IF PRECAST. 3. COM"MroH CWB t CUTTER HAYING A R.WS OF 3DU FEET OR LEA (ALONG FACE FACE OF CURB) SNAIL SE PAC FOR AS RACIAL COMEWAT'UN CURB L GUTTERR, 4-FOR USE.WnH STABL17E0 OPEN -GRADED ORAWAOE LAYER THE BOTTOM or T14E CUIR MID GUTTER BE CORKTRUCTEO PMN.LEL TO THE $L S(RB45E COURSES AfN TO THE DEPTH OF THE PAVEMENT. 5. THIS CURB MAY BE USED 'MEN OE" SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS MID 45 MPH OR 7' R LESS N OE THESE E URBAN t $UB IFAREAS. THESENDSKIN SPEEDS AAC ME EXCEEDED srAAPD cc-7 IS REouPEO. Y:T - 7• ---------------- THIS MEAL MAY COIKT AT Tr[ OPTX7A OF TTE RA.CTOR THE BOTTCU OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE C"SES PPOVDEO A M249" DEPTH OF 7' R MAWrtAIWD. `� COMBINATION 6" CURB & GUTTER +os 502 VPCHA OEPARTWW OF tRNISPOPTATION 201.03 INSERTABLE SHEEPA59 CO-12 A �r •LEATE 7rTD. CC-.S dt 4r0' r-O- CM 6 tSTD. 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Tl{/CA7(p ooLi T° K STA M TRUTATIE4IDL DOME 'cgapcnp�r�AaTSn ycapLfai�ej.�EmI�iHE' rni aA Ass TAD aT TsuK AasCT�AaL�Dn n"'MOAREDsf. ewaL ec A U 3. td4TRlArt�T7p°ORRJeOSMPTR[rCfAM� Ift WEHa:t ,,%OUNEDRL1MVdIQpRNORGCpLpY WTBH�RRW rLOOR ,00R.gY UUSHO P(pMgISOMC 2iTi- PC rRIrCJ,Tm COME 4' IF WAVP CAMI K CART r PLAtZ NT11'! hAt1TEYT a M�f.A3T fNL1� IL0011. PKCA4TTMCdL[REt'C 9HA1 Bt CLASS A•4. ... r- 0 0 0 0 0 0 0 0 000 sLFKLOIr��e �M[ T R; U Y D T TL 7p Cp(fpr ALONG WIN 50fs OF THE RAW 0 0 0 0 0 0 0 0 0 0 0000 a CRMAC NN AM turme s.ac rw«Wrlae MIUMCDO TO CUM RAMPS ARE MCLUX0 r PAYLCMT 0 0 0 0 0 0 0 0 00 0 0 0 0 FOR CNAC� AOr���t1pTya 21H" GC 7' TO LB�qppIiL0 MAt nE 91�p CD -7, FACE ON TIR STABDIlO K 0 0 0 0 a 00 00 0000 IDUM1E0 a r011(T � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 h S CUM Pjw% AM to rE LOCATED AS 9101IM ON TALE RLANS CR 4 ONCTEA Br THE T}IOItTA. TNEr A[ ro 0 0 0 0 0 0 0 0 0 0 0 0000 AT N7[RSCGtIMO REKR MI 1'GCE�LE ROUTE lTfM 1DRTT p TI d" A MIIRAr BOBMS1�r1ERALX 6 011 flb[ T, T14T00 0 0 000 OOOODOODO00000OD0000 A��MSA ��0 0 0 0 C. 0 0 0 0 0 0 0 0 0 USEDH N{L 4 p A F Y t1M K 4-� � � FLAL�pAo M!m m FDr4aM >m, wurr RTa 1 PAY VAFAMM E �l M WITS O�F (TK �OR IK AQI:TML 4CTri6 FMOVOED THAT TH[ CUM ORIMO Q RKYD DETECT 1YARNINC 1D' KO/EIpET rzAMIrIATED KAY'! rT'IOwIaT�4"WAnc TH[ C•NC1raAR mac ><" ii001,Hno,iu TD T. CG-12 DETECTABLE WARNING SURFACE lV. S103 TYPE A (PERPENDICULAR) APPLICATION m aosaD VMWA WPARTMEMT OF TRANSRODTAIIDM i # I R S�NACM W(L" A POMRAY (AMMIS TO BE AS ' 1 SHOWN ON PLANS, ' C C Ll IO TO D£ AS 1 SLOWN AT oN PL5) SHOWN 4 / CURB AID GUTTER CURS TS1D, CG�Sr _ SOEWALX I ® 1 I1A CLASS A3 •�' HIES./ - Cf?ICRET[ B_ I E- IlE T! ETSAAvoN 3oNT is E'PN15IM JOINT SECTION C-C H0T£� WDt. -e- 2 -0- OR AS '+' MAFq•E ROADWAY _SHOWN ON TYPICAL SECTION. A�J PLAN VIEW M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ®W>WA HE ENTRANCE RAWCAM07 ACCOMMODATE 10 DMABDtIC tLE tURMND REpAW,Y[MTS OF ANTICPATED HEAVY TTtua( TRNFIC i1E DEPTH FOR SIDEWALK t CURB R141P5 WIRVRI hK LVITS OF THE PNX%* ULD BE EDGE or SHOULDER OR B MAX. p CROCE RICREASCO 10 OPTIONAL FLOW tIE MAFlNE ROMWAY -- -- .•-.• - - - - -- - -- -- - N'ENCOF A CTIGOMt''A�Tt WDOT P "Cif CAUSE T B f MAX. ( _-- D NOTE THE FOUOWRG• 5' WI. SLOPE CHOICE ID'MN.FCR STREET D X YANIE PAVEAENI SHALL CONSTRUCTED To III RAW L.E RXCEPT N., SLRGRADE OESPABLL( FFOORT COM ARCH TAfttTAT FOR PAWMV0 T 4 RE Cµ SE OMTMTEDa N ENTRAtE THE EHTRMICE" SECTION A - A ® RADIAL CURB OR COLIBrAICN t1P8 GUIDELINES FOR GRADE CHANGE D B:BFEYOP0 AD iK RRiwlLANE EXCGas� rtD RE PLACEHEMT PtRPOStS. WHEN USED n CONJUNCTION WTTH STAMARD ENTRANCE VOL LYE DESIRADLE yA%IA4M CC-3 OR CC-7, THE CAPS FACE ON THS STANCMRO 15 TO BE ADA/STtD TO MATCH THE MOUNTABLE CURB CONFIGWATION. HIGH (YORE RNAM E00 VFWO i 3 4 SEC STANDAPO CC•12 FOR CUTR RAMP DESIGN LEOLN (50O-t500 YPOI 53 2 B i TO BE 15E0 MTN 1N6 STANDARD. LOW (LESS 7H 50O WO? S D 2 B t )K PLANS ARE TO **CATE WHEN CONSTRUCTION OF A FLOW LADE IS WOURF.D TO PROVIDE POSITIVE IPA06AGE A`CROSSNETHE ENTRANCE. °GUST Or WATER. Pon Tic" (7F TER TO PPfCL 1bEWPCNEII4" SPEc`EATID" METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV.T'0' VRC"A DEPAREMENT OF TWM6PORtATIO N 203,04 PURDUE DRI VE SR 796 I RELOCATE TELE. PED. BEHIND CURB I 10.00' 3p1� CROSS HATCHED STRIPING. 8" SOLID WHITE LiNE 10' ON CENTER. 4" SOLID WHITE LINE. NOTE: ALL STRIPING TO BE TYPE B CLASS 1. Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) 1 702.07 701.95 24 15 2 705,60 705.37 46 15 4 706.52 706.03 98 15 5 704.42 704.40 4 15 6 704.65 704.62 6 15 7 705.50 704.85 129 15 All CPP Culverts to be Grumpler Smooth Core or equivalent S(%) 0.50 0.51 0.50 0.50 0.50 0.50 Type RCP CPP CPP CPP CPP CPP PROJECT SUMMARY TAX IDENTIFICATION NUMBER 64A-((4))-8, 9 EXISTING PARCEL AREA 1.38 ACRES DEVELOPED PARCEL AREA 1.38 ACRES ZONING B2_ ADDRESS MILWOOD PIKE CURRENT USE VACANT PROPOSED USE HOTEL DISTURBED AREA 1.5 ACRES SETBACKS REQUIRED PROVIDED FRONT 50' 409.74' SIDE N/A 25.00' REAR N/A 202.66' PARKING 5' 22.86' BUILDING HEIGHT 60' (MAX.) 50'(+/-) GROUND FLOOR AREA 9,773 SQ.FT. NUMBER OF STORIES 4 FAR ALLOWED 1 FAR PROVIDED 0.65 MINIMUM LANDSCAPED AREA 0.21 AC. (15%) LANDSCAPED AREA PROVIDED 0.40 AC. (29.0%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/ROOM) 70 70 HANDICAP SPACES 3 3 TOTAL SPACES PROVIDED 0 73 LOADING SPACES 2 2 PARKING LANDSCAPING PAVEMENT AREA 31,507 S.F. PAVEMENT TREES REQUIRED 15.8 ® 1/2000 SQ. FT. PAVEMENT TREES PROVIDED 16 INTERIOR TREES REQUIRED T2 INTERIOR TREES PROVIDED 7 TOTAL TREES REQUIRED 22.8 TOTAL TREES PROVIDED 23 PARKING LOT LANDSCAPING REQ'D. 1,575 SQ. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 1,600 SQ.FT.(+/-) 0 5% NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WiLL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL UTILITIES TO BE PLACED UNDERGROUND 6.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20, 7. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 8.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 9. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND WITH USE GROUP R-1(HOTEL / MOTEL) UNDER SECTION 310 OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS THE CABO A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 10. NO OUTDOOR STORAGE PROPOSED. 11. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SiGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. 12. BUILDINGS SHALL COMPLY WiTH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 13. THIS BUILDING SHALL BE PROTECTED BY A FIRE SUPPRESSION SYSTEM IN ACCORDANCE TO SECTION 903.2.1.2 OF THE iBC. 14. THIS BUILDING SHALL COMPLY WITH THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE ETC..) 15. ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO MIN. EXTERIOR LANDING. 50% OF ENTRANCES SHALL BE ACCESSIBLE. 16.ALL OUTDOOR LIGHTING SHOULD BE SHOEBOX TYPE TO PREVENT LIGHT POLLUTION TO APPROACHING OR DEPARTING AIRCRAFT. 17. TWENTY-FOUR HOURS PRIOR TO ALL CRANE OPERATIONS, COORDINATION MUST BE MADE WiTH DAVID FOLEY, WINCHESTER AIRPORT OPERATIONS SUPERVISOR, (540) 662-5786 IN ORDER TO ENSURE COORDINATION WITH THE DULLES APPROACH CENTER. DEPENDING ON THE HEIGHT OF THE CRANE DURING OPERATIONS, THE OPERATOR MAY BE REQUIRED TO FLAG IT WITH AN AVIATION OBSTRUCTION FLAG OR TO TAKE OTHER SAFETY MEASURES IN ACCORDANCE WITH FEDERAL AVIATION ADMINISTRATION POLICIES. 18. DUE TO THE CLOSE PROXIMITY TO THE FLIGHT PATH OF THE AIRPORT, THE OWNER SHOULD BE AWARE OF THE AIRPORT'S EXISTENCE AND FOREWARNED ABOUT AIRCRAFT NOISE AND FLY -OVER NUISANCE FROM AIRCRAFT THAT COULD POSSIBLY IMPACT THIER BUSINESS. OWNER SHOULD CONSIDER INCLUDING NOISE ATTENUATION IN THE CONSTRUCTION OF THE BUILDING. 19. DEMOLITION PERMIT AND ASBESTOS INSPECTION PRIOR TO ISSUUANCE IS REQUIRED TO REMOVE THE EXISTING STRUCTURES. SECTION 112.1.4 VUSBC. a O. • • • a • r00 a CA V ui CD OZ sZ Q o � � 0 + CD • V_wI a) E Cn cr) U 0 rn zLU w(, ttt Q o t� CD C:)O C3 U) o v v ZD CCt N (c,)) w' 'E cam) F rn �_ M co L LPL. C7 G � E a J C)> N O Q U 4 p 1,-Eri w Of � ��� �. n n i C ... a) (�v CD C)U3 y c W V 'tea' -T cn LL � U-) En w wr- r.....t to U), U .L • L a) r7 �, Z = U) O -f - Q �(U C: •tb aw LEGEND Am PARKING SPACES (NUMBER) - - - - - - - - - - - - - - - PROPOSED CURB &GUTTER - - - - - - - - - - - - - - - PROPOSED CURB & REVERSE GUTTER - - - - - . - - - - - - TRANSITION BETWEEN REGULAR & REVERSE CURB - - - - - - - - - PROPOSED STANDARD PAVED AREA (8- 210/2' SM 12.5A) - - - - - - PROPOSED HEAVY DUTY PAVED AREA(8- 216/3' BM-25.0/1.5' SM-12.5A)- - PROPOSED CONCRETE AREA - - - - - - - - - - - - - - - - PROPOSED GRASS AREA --------- - - - - -- - PROPOSED EASEMENT AREA - - - - - - - - - - - - - - - - ZONINGBOUNDARY------------ - - - - -- - ZB UTILITY PEDESTALS - - - - - - - - - - - - - - - - - - - EXISTiNG STORM DRAINAGE & STRUCTURE - - - - - - - - - - - PROPOSED STORM DRAINAGE & STRUCTURE - - - - - - - - - - - PROPOSED WATER MAIN - - - - - - - - - - - - - - - - - --6Nr EXISTING WATER MAIN - - - - - - - - - - - - - - - - - - I i R1M INV PROPOSED FIRE HYDRANT - - - - - - - - - - - - - - - - t 11PROPOSED GATE VALVE & BOX - - - - - - - - - - - - - - - W,01 --- I �7 D(ISTING SAN. SEWER AND MANHOLE - - - - - - - - - - - - •-- �n PROPOSED SAN, SEWER AND MANHOLE - - - - - --y:74;.f ! PROPOSED UNDERGROUND ELECTRIC SERVICE - - - - - - - - - E j PROPOSED UNDERGROUND TELEPHONE SERVICE - - - - - - - - - - T �•� PROPOSED GAS SERVICE- - - - - - - - - - - - - - -- - G . �Storm Structure Summary S�. No. Inv. In Inv. Out Top Elv ;1 702.27 702.07 708.10 2 705.80 705.60 709.84 3 706.03 705.83 709.75 4 - 706.52 710.27 5 704.62 704.42 708.92 6 704.85 704.65 708.80 7 -- 705.50 709.10 H STIR top to Cul out Type Throat iNV (ft.) H(req'd) DI-2C 6 6.03 3.75 MH - - - DI-1 - 3.92 2.50 DI-2C 6 3.75 3.75 MH - - - DI-1 - 4.15 2.50 DI-1 - 3.60 2.50 w J � g Z Li. Z U ]C ® U W M U w 0 M 0 W_ IZ lq- O t0 N 0 O = CL W CO O U N wO w a w En a (n U) H Z p Q N t' U � O Z w Y co i Z d w 3 U W Uj tC _3N 0 o U lye FREDERICK COUAJT----' f-ttu V 1LL J" W l.V I LLULL (UNAUt= /U5.3U (tb i ) 400'+ SITE DISTANCE (3.5' E'(E TO 350BJECTI 400'+ SITE DISTANCE (3.5' EYE TO 3..;'OBJECT) OR,4)0fi1/CSC.4LE 20 10 0 20 40 ( AV FEET } 1 inch = 20 ft. NOTE: ALL STRIRIIIv TO BE TYPE B CCLASS i. Vl o 0 �� N • � ) ) O _ Q b >A V Q N Cu J N M m O_/VS 'rC 0 0 > d J U N O 5 oa d C i j fn CD (D 4.. N tCi 1) /"y.u3 vj c W U L' mot' LC) I.f) H EL F- LL to •L 0 D 4 = } O N y.. N M (D-1 CL w Z CO H w0:) O w IL O O Q 04 Q LL- � W �N O = a' m r-- O U UJO w a U) o U) U) U oU) zW 0 d N UU O z Z W Y O z C� W 2 N 6 � I _ PLA , DE & E COUNTY -- _'_------OPPOENT CATEGORY SZ NOT TO SCA1E ZONING BUM WITH IANDSCAPE SCREENING An' NOTE- /' OPAQUE BOARD FENCE WITH 3' TO 6' RETAINING WALL ACHIEVES THE 6' OPAQUE SCREEN REQUIREMENT. 272' TO PURDUE DR. EAS)ZRN R0 CEDAR OR LEYLAND CYRESS RED MAPZE OR LfRZE LEAF LINDEN (2.0" C.4LIPE7) LENGTH OF SCREEN 2042 Fr TREES REQUIRED, 3/10 FT= 0 1/3 DECIDUOUS = 90 213 EVERGREEN = 40 PROWDE20 LEYLAND CYPRESS 20 EASTERN RED CEDER EQ RED MAPLE 2.0" CALIPER 10 L/TILE LEAF LINDEN ZO" CALIPER 49jW)W/OSOW E 20 10 0 20 40 ( IN FEET ) mmomi 1 inch = 20 ft. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. �- #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 0 V-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1" TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE. FACE OF CURB � 8' GALVANIZED GROUI ROD. BOND TO POL #3 STEEL REINFORCE TIES 0 1'-6' O.C. #4 STEEL REINFORCE BARS LIGHT POLE GHT POLE BASE KITH COVER PLATE VONSHRINK LOAD 3FARING GROUT 1NCHOR BOLTS FURNISHED NITH LIGHT POLE. BOLT SIZE 'ROJECTION AND BOLT IRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8' 0 CONCRETE BASE '.V.C. CONDUIT AT 2'4" 3ELOW GRADE TO PANEL. TOTE: ALL UNDERGROUND WIRING 0 BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOITNDATION DETAIL c, LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT YISABLE FROM OFF -SITE. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket Widen and score hole wall Remove container and cut circling Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown W Q 0 111111� 111111� 111111� w W ::;i Mi O C� Z >- >- U U az z �Fx Cam.% Q ¢ 0 af M W � C M o w w c0 cn w w cr_ cr� ONE DO NOT prune terminal leader or branch tips I Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale PLANTING SCHEDULE Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3' mulch kept away from trunk Soil well to contain water UNAMENDED backfili soil Partially backfili, water to settle soil, finish backfilling Area for water drainage COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2" CAL ® 6" HIGH AS SHOWN 12 RED MAPLE 2" CAL. 0 6" HIGH AS SHOWN 11 40 LEYLAND CYPRESS 4' MIN HEIGHT AS SHOWN 4 HETZ HOLLY 3 GAL CONTAINER 3' O.C. 70 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SO, FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS, PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL LANDSCAPED AREA PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. �GXNJA a o Z j� 1z �NOil 00 CL Q.iCLo `�� N N :t aD ry O _� Q (i7 — a) a N V C1 N 0) ttS N j .0) C') M Q 0 0 j � v _1 U CV O 15 L r1_ LO ch 0 CO (.0 N 0��� ai � v ca C 6 -}- a) O � In .1., E- r-4 as cr r.�.4fl w tQ Z 0 Z f•-• W 0 x OL A 0 •c>C � O W W O = 0- m �N •- }. W Q D W V 1— Uj U ¢O o U) = C] oZ Z J O O U J C1► r- Z Z UJI w ZO 0 0 W _ �N general backfill general backfill (see note) (see note) ----= =-- -= - -- concrete 24" select backfill 24° select backfill (see note) (see note) O.D. 6" O.D. 1/2 O.D. t— 6" }} 6" stone stone STANDARD CONCRETE ARCH general backfill general backfill (see note) (see note) _ ===.O.D. - _---_ _ ----------------- 8. 24• select bacMiii 24°select ball (see note) (see note) j stone _ ' L 8° / O.D. O 1/2 O.D. t } i. 6" 6" concrete concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95 % of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 If aA CCflC 9E FOOR SECTION A ( Q (= krt FORaI 7 i eaMCAGtvew/&4 A war or-6 DPN3101i im AT EKH POST FOOM (rWA OF 4) (n If alK73M FILUD FM7 PLAN VIEW 1a-o- FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL A b k L HOES IN OOWFEW LOCK G1rE4 N OF9 O CLOSED POSITO& 14° LOIO 3/8• I= Fdr 71 71 7C 7C 0+5.44 EX W/L XING WTR 0+9 09 EX., GAS XING GAS EX GRADE @ CL 710 PROP GRADE @ CL 705 @200% ry OR A�' S2� rs 700 - 1 f z - _____ -X C m 1._.00� I O (/) u7 — Q0- N Q .. .00 O c6 O ZO II O O ! cfl 10, O z Of—_ JOZZ 0+00 0+50 SEWER 0+00 0+50 1+00 1+50 2+00 WATER GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HOR/Z- 1 INCH = 5 ft. VERT 720 W Z W Z, EX. GRADE J 715 Do-_PROP._HOTEL_ i __ __ __ .-_...... ACCESS _..�p� PARKING. CL FF ELEV=711.25 PROP.' GRADE 18,00,18,00, ✓ VDOT CG-6 710 ___ .. ___ .. ✓ __ _ VDOT_CG.,6._.._. .._...j. W REV. GUTTER EXPD 216 1 FT. BEYOND `OF VDOT CG-6 SLOPE BACK CURB 2" SM- 2.5A �o W/REV° GUTTER SLOPE 8 21B _ 5• n M-1 . A 1 1 f2 S 2 5 i n 4 BM 25.0 1 1/2" SM-125A 705 4'° W 25.0 8" 21B { ` i i t 0+00 0+50 1+00 1+50 2+00 2+50 3+00 SECTION Al GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HOR/Z" 1 /NCH = 5 ft. VERT SDR 35 spigot SDR 35 spigot by R trench width by gasketed SDR 21 gasketed as required bell 45° bend bell adapter 1 (see note) 2 6' dia. schedule 40 steel VBHH77-15BHC-11-77 pipe tilted with concrete 3- < _ and painted yellow 7 2" custom setter (meter by FCSA) standard flat top a ' 2' cast in place access door, centered in for 4' diameter a v t;� r = + ^•, _ ..,t � �<: :,? .*,_ ,• _ O O top (see note 1) manhole s ti,,,: 3' minimum 18' die. concrete encasement 1'•b° 3' varies at property line (sae note 2) 2' max. finished grade y " SDR 21 gasketed SDR 35 8"x4' pipe and fittings concrete pad gasketed bell wye��� 1' 6° sq. x 6" deep concrete ' skid pad r (see note) weld cap thrust block > ; BOLLARD DETAIL roadway box ?? 3' riser section for 4' property 2" CTS polyethylene tubing (PET j 200 psi ; diameter manhole ' :.'. .' with cutouts ` `; �. line , sert w/ SS ins at all 18" 4" stone connections direction of setting to be approved prior to installation 3' min.— ✓�f t /� fi i 1 lbv = .. eLr r� y c < hX �1{<' y screw type adjustable valve box 36° min.VIA as required concrete pad 1'-6° sq. x 6° deep saddlewith th sa corporation stop 2" min. solid support blocks location marker W min. cover location marker stone e9 gg lma alu ed 2 min. - w max. _ water main ball valve curb stop with PJ under custom setter 6" stone bedding C14-44 w/ SS inserts S"�°°,° ,°�° stone ° ° ° .°�.� , o� ;o n -cam"°°'°o o� 'aM ai.:z, ..^�°8 ;°s,��� ° -yam me alu s g g S �at�,z a to megalug a.. (CTS) both ends [644-777 and MIP plastic plug 8ko�, 4" w/ SS inserts]; with 2' gate stone j\ screw valve operating nut > e atype NOTES: treated 2"x 4° with top 6" ° ` a s, 13 '�3 �s a3 x <sf , ,� w -5a as &a� i ° Ya a stone stone to be minimum of 6' above top of base valve box 8 1. Access door shall be by Halliday Products painted green 4• pipe at 2.00 ,^ a �;aig, ,•• E, _ svfo Tx locator marker or our approved equal: minimum grade thrust block 18" to 24" stone a} in non -traffic area -model no. S1 R3030 b) in traffic area - model no. H1 R2424 8 x 8"x 16' solid block egalug (for valves 12" and larger) 2- Water service crossing street: z; a} Encased in 6 diameter SCH40 PVC or SDR21 pipe. -� Note: If top of main is J The piping shall run from one foot beyond sidewalk, greater than 1 ft deep across street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) ; . S r_, use heavy wall SDR 35 Note: this detail is also — — - -- —^� CUTOUT DETAIL from corp. stop to into the meter box [ wrap wire around a concrete cradle if to P f used for butte valves \ mechanical joint (typical) core. stop; wire to be taped to top of PET at 10 foot < ° of main is greater swivel tee with intervals; come up into meter box and terminate level than 16 deep 6' branch with angle ball valve]. fl FIRE HYDRANT ASSEMBLY 1 1/2" and 2" METER INSTALLATION GRAVITY SEWER SERVICE LATERAL GATE VALVE Figure 8 Figure 6 Figure 14 Figure 7 ft finished grade VALCO, Inc .6 L G;i Fig" No" 711308 VP-%v with lid marked SEWER bottom s i tion— of Ibox I SDR 35 gasketed bell wye sanitary (see note): sewer main SDR 21 cast iron cleanout cap with brass /plug must be 8° from the top of the screw type adjustable box square concrete skd pad 20'x 20'x 6' deep cast iron cleanout cap with brass plug having a countersunk square { head Panella Model PA4SV-CSK (41 8 i SDR 21 - cleanout pipe — brick base SDR 35 spigot by '�SDR21 gasketed shell adapter DR 35 gasketed A 45' bend 1— 6" stone bedding NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 r� U) C/-) z L d U-1 C) CDZ o z a CD Of 171- Q (n f1 0 a a w w a (/1 co W U) � � E©M® swr . ■ ll i Z 0tst K:�` r LWW00- Ln U ui O ,4 Q. o CD J • y U VJ 0 M Q a� o •tJ � � fV U� Q N ct N C) 7' cn° '� M Q p U > d J U N O (�- L t— to O 0 CO (D U) (0 t0 a� cis O to W 4 d r , C to L0 0LL .r—( r ...4 N ui U •` °, • L � _� a to �- (ll O y.r OJ CU� �bio d w W J H E- V W 7 0 X (L Z 0 U5 w 0 0 N o Lr LLJ m e-- Q U W ¢0 U t� (n W W fn co O J C ~ Z Q^ V 00 UU r LLJ Z Z Y _ LLJ __J C44 � �DEVELOP r ��EPJt Atlantis MatrixTM / D-RaintankT11 Typical Tank Inlet Outlet Design ��.,� At1lalnt1lS 1.S1A Plan View Side View 0 "Water Management for Life" Outlet Pipe Non-corroslve hose clamp orC tape used to fasten liner to pipes to prevent backfil from entering structure.. Geotextile filter fabric encasing Atlantis Matrix^' / D-Raintank ^I. Oo 001 0j Front View Inlet Pipe don -corrosive hose clamp or tape used to fasten liner to Apes to prevent backfil from >ntering structure. don -woven 'olypropylene 3eotextile filter Fabric encasing Atlantis Matrix,, / 3-Raintank ^' Atlantis D-Raintank TM Double Tank Module Part No. 70005 - (W)408mm [16.06"]x (L)685mm [26.97"] x (H)1310mm [51.57"] Maximum Recommended Load, 11.1t/m2 [34 psi] Volume= 333.531 [88.135 gallons] 2.73 Modules = 1m3 Atlantis MatrixTm D-Raintank Typical Parking Lot Design with Cleaning Point 1;,.itltlCa lffm 'P, W-W U.-OM-W ti "Water Management forlJfe" Depth of Atlantis D-Raintank to be decided by Engineer, Tank Depths Available with Atlantis D-Raintank: Single Tank Height = 0.45m C17.72'1 Double Tank Height = 0,88m 134.65'1 Triple Tank Height = 1.31m C51.57'3 Quadruple Tank Height = 1.74m 168.50'1 Penta Tank Height = 2,17m C85.43'1 r-r I/f SECTION CAST WON %r SECTION STEEL NOTES to tN �•-T•• L 2'/,- x Y/2 • I/i' M'-4" NMq I. DEPTH OF NET (H) TO BE SHOWN ON PLNA, FOR DEPTH GREATER THAN D' USE STAfgJRD caste' 1 rth eOAa/ T p/.. O-1. B 2. THE •H, OWNS04 SHOW" ON THE STANDARDS ---- A ` M D SPECIFIED ON THE PLAITS WILL BE MEASURED FROM THE INVERT OF THE OUTPALL L- CAST PON GALV. STEEL a.e .yam PIPE TO THE TOP OF THE STRUCTURE. PLAN ' ��' ARE APPROMATE ONLY J* 1 ' FOR ESTIMATING PURPOSES ARID THE ACTUAL l OINBE DETERMINED BY THE SHALLOR OPtia" HTie6 ~ �M. •3.6 M.. COAT CT FROM FIELD CONDITIONS. &oC. -h-SN nndd-9 We M 3. MEN SPECIFIED CH THE PLANS THE INVENT 5 etor conRectort TO BE SHAPED N ACCORDANCE WITH STANDARD to Cafes IS -I THE COST OF FIM49tNG AND PLACING ALL MATERIALS HMCDENTAL TO THE SHAPING IS TO BE INCLUDED N THE 30 PRICE FOR THE STRUCTURE. %f• + t/i • 4� %t • a- 4. IN THE EVENT THE INVERT OF THE OLIVALL 9Yi LARD StW SAeol PIPE IS HIGHER TTVN THE BOTTOM OF THE Com.<lory STRUICTkf yT�HE "T OF THE STRUCTURE StML ]IIAPED WITH CEMENT MOATJR TO _ TU PREVENT STANDING OR PINMTMG OF H IN THE STRUCTURE. Tit COST OF FtRM9ATERMG ND PLACING ALL MATERIALS VIM TAL TO D - ' METSHAPM IS TO BE INCLUDED N THE HID PRICE FOR THE STRUCTURE. SECTION B-8 S. STEPS ARE TO BE PROVIDED WHEN N 15 4'•D• OR OREAT£R. FOR DETAILS SEE STANDARD ST-,. S FOR CAST RO1 ONLY COLLAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 7. a 4 X a, SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED N ALL AREAS ADJACENT D TO ABUTTING CONCRETE TO PREVENT FMfrd.ar. CwN 2`6- SETTLEMENT. E RO OF OWELS A STANDARD BE SEE STADARO NOTCH13 3,• 6aHela T 3" - 4 F TE NATE T-p-}•4 FOR ALTERNATE Of$GN. d't Se. Hole a 8. 3- WEEP E WHIN tCALVA PLASTID HARDWARE .- IMARDrNE CLOTH %^ MESH OR CALVAHI2ED DDDDDDDDDDDDDD STEEL WOE. MINIMUM ttRE DNA ED D.O3•. irvh gH , I . �C.Aar '•--4• Mpa Aggt. NUMBER 4 MESA HARDWARE CLOTH ANCHORED C C FIRM.Y TO THE OUTSIDE OF THE STRUCTURE. EEC n �"•g'-N. p 2a Fax �HI ODDD�DDDDDDDDD .1:. M. CAST IN PLACE CONCRETE 5 TO BE CLASS AS n _L DDDDDDDDDDDDDD AOOO �,. PRECAST CONCRETE TO Of q. MY ALTERNATE METHODS OF ANCHORAGE • O' �' � A 4' MEETING THE APPROVAL OF THE ENGINEER • C DDDDDDDDDDDDDD LUGS AS ;�H�� T E OAST RDH SECTION A -A t" CONCRETE QUANTITIES FOR hMN.OEPTH 4-- ­411/_- T2- aawele Pro. T.44o a. Ydc C.oay.te SECTION C C SECTION D-D V -t. pp. 1.32a Ca Id. Cowes. IS- ­0 PIP. - T,620 Cu ray. C."v.t. 24• <mo.tt pkx, - Lan Cu. Ye". C-It GRATE DETAIL Am 0..69 CU. Y". Per o061k1.0i of of Depth. APPROXIMATE rPFiH7 Cw Van -- ".t. 363 ± IS Ds STANDARD DROP INLET 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 Y14.01 VROFIA DEPARTMENT OF TRMSPORTATXM 302 GALv.Lr- x/. [.-E a•-B- L CALv. MC6XT2 L�.� 3• 2' BARS A-1 l a O• C-C D _ D 7 - �- WELDED a � .IDNTS - nvcpAuL � 85 C t ACK CONTRO`. �' C-C I->•-E s-D• r_D r•rI l.•-C SECTION B-B COLLAR a•MtML 3••6• •I,rl ._r MAX t PLAN VIEW XYMAX. t4�1-••-A OARS CALVAHI" MC 6 X t2 o SECTION D-Dzi�q faA'r _ LOARS EtCC- wZEtD ALL WEEP NOTTE' n STIR 54T�EAR SECTION C-C CONNECTOR TO COLLAR. FRONT ELEVATION aDEDNEAW To r wwit"�� USED SECTION E-E Uf•2A 01-28 HI r-4- WARPED GUTTER APPROACH CUTTER • F. r I. x t , I I •Xys• L 2r't 'X21Aa'XV4• 1 I 1 BAITS A-1 t SEE NOTE a. •iS89" PLATE .� AL _-1 1 �'' tr C•C BASS f00 USE ON t7t M S .. BAVRS a t _ IX-2c i-- ` i - BARS 9• c c '1{ C. NXx t TYPE A rc-c-TYPE B l-- nor 1 I FLOW SELPS. SEE NOR D NOSE DETAILS TYPE A uOU DETAIL SMALL BE USED WHH CG-2 STANDARD. TYRE B MOST OETAE SMALL BE USED WTH CC•6 STANDARD. GALVANIZED PLATE FOR TYPE A TD BE t ON AN ANC([ FOR ES HAIL N SAGS SECTION A -A OF 54 CO* Gis To BE1QOE �A754 U ,tE4 ATTC-C. BOTH, 90TO aC SYWETRICAL FOR STEP DETAILS SEE STD. Sr-L SHEET'D`2 STANDARD CURB DROP INLET 12" - 24" PIPE: MAXIMUM DEPTH (H) = 9' 233 104.03 VRWA OEPAEAENr of TRAM%NWATON 302 _.. J SIDEVAD DR E NOTEE1 SIDEWALI(, SILL NOTE H (-EXPANSION JOINT /-BACK OF SIDEWALK EXPANSION JOINT—, IF 0+0.50 REMOVE EX INLET Ex 1 0+20.50 DI-2C TOP=707.60 & REPLACE W/ MH TOP I INV. 1IN=702.25 (8"} INV. IN=701.95 INV. 11\1=704.58 (5") EX. TOP=705.65 PROP TOP=705.30 ! 715 -- _ _ 0+11.50 DI-3C to TOP=705.35 INV. IN=702.10 INV. OUT= 702.00 710I. REMOVE EX. 705; ,'-- CULVERT i @ 0.50 18" RCP CLIII f� 700 fo a6 - as mow. 0)695Zo > z z ?;- �..._ Z ` Z z X X X (n v A x X=w w GUI N ci O C) C) 0+ 00 3 ) < 4 RAPE @ C1 i } ' I PROP GRADS @ CLi i LEANOUT' i ! � ' I t .% 2' MIN; ' COVER 4 -' RAIN TANK SWAN SYSTEM @ r-50 %' ®0.50 TRIPLE TANK UNITS 15" CPP 44 UNITS LONG - -P 5ff; CP 6> - 11 UNITS WIDE l 0.50' _.15 _CPP- 39'-1°5" CPP I 00 39'-8" CPP; i 60 j @ Q50 %' i _. w a . _ . oi 1 z .. _._ _ . 9'-18"t RCP LIII i LIJ o i +!o > > @ Q. 90 % Cl) t w 1 Li i i 00W. s CO E , N I.� } v..-..'_.__.. _ ., N I O _. _ , � � _ .._.. O Q ly �'`� to x} . oar 00Lor O CO ___...._o N� O I'�o Gl � Np h I I �~ L!7 O O ! Cr O,O O t i j Z O F-- Z� 11 ZOO t�'1 U� 11 O i Lp }> > ;> Z O �t tJ +O»O N I +�> O M,z '. ;V) __M QNt-z co r� l-Z 0+50 1+00 1+50 2+00 2+50 3+00 NOTE: A MANUFACTURES REPRESENTATIVE IS REQUIRED TO BE ON SITE TO OVER SEE THE INSTALLATION OF THE RAIN TANK SYSTEM. 5 7 Q Z N <C. cp ,sty rlj � U) z� II Zoo O 715 Qa_ _...__ � II H Q > > O OZZM <- � I r7 0- > 1 - Q + O Z 16 PROP GRADE @ CiL 710 129' @ 0.50 %1 15 CPP 705 _ RAIN TANK 6' ! 1.,5' M N SWM SYSTEM @ 0.50 % CLE 15" CPP z (TYP ) 4' X x z 700 @ ' 0. 50 %_ ,.. Q .. z x_ J ..... 15" CPP LC J O a O d LO Lf7 ED Z < t\ o Oo4o }�. to _..... _... Z O `O C) C)+ CL 0- l�) ram►` II : to ,� C)+ a o +> OZ roll;z0 I 0 +O Chi Z Z .}_ 0+00 0+50 1+00 GRAPHIC SCALE 50' 25' O' 50' 100' 1 INCH = 50 ft. HORIZ- 1 INCH = 5 ft. VERT. AN OPAQUE BOARD FENCE IS REQUIRED WHERE THE GEOWEB WALL HEIGHT EXCEEDS 30 INCHES, THE CONTRACTOR MAY SUBSTITUTE AN ALTERNATE DESIGN MEETING THE BUILDING CODE REQUIREMENTS, RETAINING WALL DETAIL ,y;• .. m•a:'uM,esMrr.RR.sex,L4,r..-axos.s.aalzaurDr:k�w.+.�.,'�n.-:Yan..,z<,Ir • �.•.S-b ry I.l '�'" k >> jj aT A R -.: T �, t »3 �ryF HST.. i�. 1a�,�'r,t it �d.lt•J'4'AV.$ R. s! in -I G1NIA z 8 o xo �Z w A. � 0- 011 0 0 rA 0 M, 41 © �3 Q N C/)_ Q Q) v (D V N (_ts U)E y _M � Q sj N U O J 4_U_ „`„ll I-- Lo C) 06 (D ( C 1✓ U) O_ c Cu c 4 -4 � C r � L!7 Ln LL (n ui U a III L --f - O v 0- w Cn HJ -:;z LLJ Cn ::j C Z Z (5 w J F- Cn t_- Q z_ z Cf) :D 0 Z Y O t� W o Zry W M W 7 O M W IZ O ® O Q 04 = V) LL. = M . f . Q C cb O w Li D U) Q O U V) x (1) M O�j Z � 0 C) O Z Z W Y O I Z J W = N 0 1 n 10 1Lj_ DUCE �IU� pLA� CATEGORY "B" ZONING BUFFER W H LANDSCAPE SCREENING An, v� - NOT TO W NOTE. 3' OPALIUE BOARD FENCE WITH 3' TO 6' RETAINING WALL ACHIEVES THE 6' OPAQUE SCREEN REQUIREMENT. EASTERN ff V CEDAR OR LEYLAND CYRES4 RED MAPLE OR L/rnE LEAF LINDEN (2.0' CALJPER) LENGTH OF SCREEN 200 FT TREES REQUIRED, 3/10 fT= 0 1/3 DECIDUOUS = 22 2/3 EVERGREEN = 40 PROVIDE.2Q LEYLAND CYPRESS 22 EASTERN RED CEDER 10 RED MAPLE 2.0" CALIPER 19 LITTLE LEAF LINDEN 2.0" CALIPER ,�RAOH/CSCALE 20 10 0 20 40 ( IN FEET j 1 inch = 20 ft. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 0 1'-13° O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE, FACE OF CURB 8' GALVANIZED GROUt ROD. BOND TO POU #3 STEEL REINFORCE TIES ® V-6" O.C. #4 STEEL REINFORCE BARS LIGHT POLE JGHT POLE BASE NHH COVER PLATE 4ONSHRINK LOAD 3EARING GROUT NCHOR BOLTS FURNISHED KITH LIGHT POLE. BOLT SIZE 'ROJECTION AND BOLT 3IRCLE PER MANUFACTURER'S ZECOMMENDATION. V-8" 0 CONCRETE BASE '.V.C. CONDUIT AT 2'-6" IELOW GRADE TO PANEL TOTE: JL UNDERGROUND WIRING 0 BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL oL LITHONIA KAD 40OW MH 3—FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. Prune codominont leaders Prune rubbing or — cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket Remove container and cut circling Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown 111�1 cn z z U) FN-- -' o 0 z C'> U z o U U F- a w w CL G' Q ca a <C < Q U n a a m w a o NCA LAJ Q cn cr, � w w o J - - j DO NOT prune terminal leader or branch tips f /✓ Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale PLANTING SCHEDULE Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"--3" mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Partially backfill, water to settle soil, finish backfilling for water drainage COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANIfTY p PIN OAK 2" CAL @ 6" HIGH AS SHOWN 12 RED MAPLE 2' CAL. 6 6" HIGH AS SHOWN 11 LEYLAND CYPRESS 4' MIN HEIGHT AS SHOWN 4 HETZ HOLLY 3 GAL CONTAINER 3' O.C. 119 BTA JAPANESE BARBERRY 'MMSON PYGMY' AS SHOWN 6 BTK KOBOLD JAPANESE BARBERRY AS SHOWN 14 DAYI.ILY DAYLILY 'HEMEROCALW SPACE EVENLY AMONG URIOPE 0 24' O.C. 44 LIRIOPE BLUE LILY -TURF SPACE EVENLY AMONG DAYULIES @ 24" O.C. 44 SEEDING REQUIREMENTS 4L DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL LANDSCAPED AREA PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. �U) Not 2 .� O < UI '0_ 0- �' N Q N a: m co N - .M Cn Q U U _7 U N a L f� U) �C� � N Q.co c C > a � U*) 4 to e- F— LL r"'f N vi • L a) }� = to i--1a m -� ((� O Q) *' E- T-­4 M 0 • r..4 (. w bb z 0 w 0 W O Z 0 Z m d' O N O N of ilia wli �— U F-- a0 w _ o fn U) z O U Y U W W �I C) O� p z Z -J O O UJ O 7) Y Z z _ WN p V lL er SHINGLES TO MATCH MATL. OF THE HOTEL 2-15# LAYERS OF FELT - 9/16" EXT. GR. PLYWD. OR OSB CONT. ALUM. METAL DRIP EDGE-PREFINISHED CONT. SEALANT & BACKER ROD 2X BLK'G ® EA. RAFTER W/ CONT. BLKG. ® BOTT. 3/4" EXT. PLYWOOD SIDE & BOTT. BEAM BEARING 107'-8" CONT. DRIP 1" E.I.F.S. - COLOR "A" TYPICAL 0 1 X 8 WOOD JOIST SIMPSON - H3 CLIP ® ALL RAFTERS (VERIFY W/ STRUCTURE) 1X2 WOOD. BATTENS (45' ENDS) 3/8" AB PLYWD. - COLOR "A" TYPICAL 1" E.I.F.S. - COLOR "A" TYPICAL 2-2"X12"'SW/ 1/2" PLYWD. SPACER CONT. 11 \_TS6X6 10 3 4` BEAM AT COLUMN 112 =1-0 2" E.I.F.S. — COLOR "A" TYPICAL 5/8" EXT. GYP. BD. TS6X6 13'-6" CENTER TO CENTER 7 UPPER SEC T. OF COLUMN CUT RAIL END BACK 3/4" TO RECEIVE COLLAR. SECURE 19--0 3 4` COLLAR W/ 3 1 /2" LAG SCREWS TO', O BLKG. 1 1/2" TOP RAIL (TYP.) BLOCKING CENTERED AT BASE (TYP.) 1" COLOR (TYPICAL) =r 5/8" EXT. GYP. BD. 01 TS6X6 13'-6" CENTER TO CENTER BASE AT COLUMN 1 172- 1'-u_ 4-3/4"0 THROUGH BOLTS W/WASHERS Q. i1 1/2' (TYP.) TYP./ BOLTING DTL. �i 12 6 ROOF PLAN & FRAMING REF. B & C/SA1 ROOF MATERIAL TO MATCH ROOF MATERIAL OF HOTEL PLYWOOD CEILING MATCCOLLAR RA LING - _(SLOPED), N PAINT q'A T4 MATCH COLOR TYP I RAILING BEYOND _ AI�.� }COLOR 1 1/2" X 1" SQUARE ( I m —STEEL COLUMN TUBING, TOP & BOTTOM RAIL W/ 1/2" I I s � 0 —E.I.F.S. — COLOR X 1/2" SQUARE 00 TUBING PICKETS. RAIL ON THREE SIDES OF GAZEB0. BOTH SIDS' R1� 1�1 O IIIE- 37 4 X 1 1-/ PAINT RAPID S UARE POST STATUARY RAILING SUPPLIED T IN NON— 4' �--- BRONZE, QBRIANRI�HOMEWORK BY HAYS COMPLETE RINK GROUT POWDER COATING C.L. TO C.L. PFJ-407—A5"REQUIRED — SEE CONCRETE SLEEVE—TYP. 12'-5 1 4" VENDOR UST" 13'-6" SQUARE (GAZEBO) PROVIDE 120V GFI DUPLEX IN WEATHER- 14'-6" SQUARE SLAB PROOF RECESSED BOX, SEPARATE CIRCUIT, INSIDE OF GAZEBO COLUMN, 18" A.F.F. D ELEVATION olsGAZEBO _ -0" ' LL L 1/4"x8"x12" PLATE ANGLE TO MATCH PITCH ECC46 PLYWD. SPACER ti V RIDGE DETAIL _ " - PLATE 1 /4"x8"xl W/4--3 �O ECC04 THROUGHH BOLTS W/WASHERS ANGLE TO MATCH N v PITCH - USE WASHERS 2-2x12 SPACER 1/2" PLY. LUED & NAILED) b 1'-0 3 4` PLYWD. SPACER 2-2x10 W 1 4" PLY. SPACER ( LU D & NAILED) CORNER FRAMING DTI_. C E.I.F.S. COLUMNS AT FOUR CORNERS 1/2" EXP. JOINT FILLER CONT- AROUND GAZEBO AT SIDEWALKS CONC. SIDEWALK ::� v C4 r� D G )( SEALANT 2 SIDES OF PIER 4" CONC. SLAB io 16" 0 X 6'-0" DEEP 8" CONCRETE PIERS 6 - -f BASE AT COLUMN E1F.5. OOI.ULM9 AT F'OlR CUOBtS t/i' ev, J@R film OONT. AROUND QAZ= AT 9®EWq" SEALANT 7 SWES OF M OONG Soc"ALK �' Cow- �� wo K r-O' DEEP 'f — CONCAELE FfM TT���TTT 6BASE AT COLUMN 1'-0 3 4' a 1" E.I.F.S. - COLOR TUBE STEEL 6" X 6" "C" (TYPICAL) 5/8" EXT. GYP. BD. PREFORMED PANEL EDGE 2 X 4 TREATED I 2" CONCRETE SOAP WOOD FRAMING TOP OF FINISH FLOOR 2 1/2" 4" CONC. SLAB n ELEV. 100'-0" ° ' J n • U FINISH GRADE . p4A. 11 16"0 X 6'-0" DEEP o CONCRETE PIERS ® a EA. COL. EXTEND POST 5'-0" INTO CONC. PIER d a. a ° e B ASE AT COLUMN SA2 BEAM BEARING ' EL. 107'-8" E.I.F.S. CHANGE _ EL. 103'- 0" 8 SA2 METAL RAILING ----_ 6 �-- SA2 FINISH FLOOR EL. 100'-0"sr EJ.F.S. — COLOR A" (TYP.) Ts 6x6 COLUMN < rj 12 FINISH GRADE � �FOOT�NGS PER STRUCT. TYPICAL WALL SEC TION _ -D" 14' 12'-5 1 /4` (QQ TO FIE W I I IT.O.S SEE CIVIL CJ I U U 4'-6 3 4` C.L TO C.L. EJ D/SA2 1[ 1 [-4'-0' SLAB FOR GRILL �• BOTH 5� GRILL ( BY NOTE: OWNER GENERAL CONTRACTOR ( 1 SHALL VERIFY THAT 1_ ACCESS TO GAZEBO SIDEWALK 7 IS HANDICAPPED ACCESSIBLE (ADA REQUIREMNETS) FOOTING/RAILING FLOOR PLAN CENTER OF BEAM m CENTER OF BEAM (1 } SIMPSON — H3 CLIP 12 0 FA RAFTFR A IMINIMIMININE.—_ oil ■ ►�iriii�ii■i�i■i■i■i■�ii FRAMING LEGEND 16" 6'-0" LONG CONCRETE PIER - TYP. FOUR CORNERS PER STRUCTURAL 4" CONCRETE SLAB W/ WWF 6 X 6 2.0 X 2.0 ON 4" SAND GRANULAR FILL CORE DRILL HOLES TO REC'V, VERTICAL LEGS OF RAILING SET RAIL IN NON - SHRINK GROUT (8 TYP.) CENTER RAILING W/ BOTTOM SECTION OF COLUMN �9 16" EXT. GR. PLYWOOD DECKING, 2" X 8" 0 16" O.C. TYP. - 2 -_ 2 X 12-S W/ 1/2" PLYWD. SPACER. (TYP) GLUED & NAILED - SIMPSON - H3 CLIP 0 EA. RAFTER — 3/8" PLYWOOD (AB) UNDERSIDE COLOR TO MATCH UPPER AREA OF F.I.F.S. — PIER/COLUMN BELOW ITEM MFGR. LOCATION CCL L & R SIMPSON COLUMN CAP �2 H 3 SIMPSON STD. JOIST CLIP — TYP. �3 A 35 SIMPSON FRAMING ANCHORS — ONE SIDE gROOF FRAMING AND CONNECTOR PLAN CROOF PLAN ROOF MATERIAL TO MATCH MATERIAL TO BE USED ON THE HOTEL ROOF MATERIAL TO BE ON 2 LAYERS OF 15 LB. FELTS PROVIDE CONT 2 1/4" ALUM. DRIP EDGE - PREFINISHED S Volr t j f \Gr l�ry s k ry -L p '. `, i ,l I' . 4'' ,, `` • . !. I'; i, ; I, P' , 4: , �;+ , �i p, . 1 , { I, ,•; r . I . , .. �,' , rl , �,,,, . i' i t ,'. h,'I ' 1. r`' 1 ` , I 9 r i I 1 i : , I; U F ,w 14 I, ,; } I ,,1 v ! . . 4, ! , �r,! i , a,' � ,1 t I . t: , 1', . �I ,.,,i;,} 4:ti f ,, 4'' +1 f, ,I .1 I vh f, 41 , , , i . . �.; rli l r ,:I,. I y .. I t 1', w, , �I I r s i Y.' !,r i � d �, `'' . 1 �{ld .. i. Pa1',�C� , , , s , �, , t", ,, ,, , ,^ .4, ri }, `'r F' , ,N I ,.;" 1 I is JfitY t. J. , i+ , "i� :, yl,1, I'1 r, : , t W1 , t ". , I t ..I ,' , F ,y,,1( ajYl h ,u/ ,. fl t,. t, :: , .4 1 r. , n,, .� X , ,+, }, y'�� yyy ��]]� ' �,,�' ,W ,r , , f�,, F �n ,,,.:: . a eµf, 1� f k` Y' 1t C 4 r U !r a a ?S .,!' 1 �,+ ill ! �ti�di ill, t�;i, 44',11 F I�: �J i, ,, ,J4 J', J' { 1',',,,' J,1{;� Mf' t'. ,; , r 1 t t' M1: 4 'I hi711:i1U'I' 1,I ,r1,�,i filr" . r IC:ttn4 , "r f Y,t 1 r) i;,;;.',i . . '' +` r.,, l 1 I ''41 ) I �.� } . I ,I 'I t�„ „q:!� t.. : h d,l, it ,d� , 1r , ,.:. I: lu u 1 y{ G ,:. ,. f : , 1 , J, „ t r "r"1., .I, I ;1 y: , 7: `a l; ,,,t ,.,' CONSTRUCTION NOTES . GENERAL ' 1.' The contractor shall furnish. all materials, labor and equipment and perform all work including restoration for the ® ® D ® D completed installation of the utility systems . and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, sppeecifications for all work to be in accordance with applicable Standards and Construction Specifications of The Vir inia Department of Transportation, Virginia : Department of Health; Frederick County Sanitation Authority and the contract documents. - . 2. The en ineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. N 1 Z . The contrac or shall exercise care in this work so as to avoid damage to any utilities., Any damage shall be in(! contractors responsibilit�y. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss . Utility 1-800-552-7001. I i i lava i n and locations shah D ® ® ® RESPONSIBLE LAND DISTU> ., f i. I :; 1 3. he contractor shall be responsible for all construction stakeout. A I d mens ons, e t o s D ® , . 1 be verified in the field by each contractor. prior to beginning the work. The Engineer will approve all cut sheets. NAME: __ ®__ °'' U 4. Any unusual subsurface . conditions encountered during the course of the work shall oe Immediately brought to . ' , ' . the attention of the Engineer and/or the Owner. , CERTIFICATION #: 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit T conditions imposed. . ' I ® DAI E: . . . 7. Cutsheets shall be 'submitted to the En ineer for approval, prior to ordering structures and start of construction. I 1 D ® Q e ® o THE RESPONSIBLE LAND DIS iUF . rEl' g All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. . REDERICK COUNTY SANITATION AUTHORITY IS THAT PARTY RESPONSIBLE F(f CARRYING OUT THE LAND DISTC� G l.: The Authority s Water .and Sewer Standards and Specifications are available at www.fcsa-water.com . p 10um" '' 2.'` The water and sanitary sewer portion of these plans are valid for two years from date of 'C:CSA i ® ® ACTI�TY AS SET FORTH IN THE 'L1+.NS. PP o royal. -. 6� 3. Water and sewer lines are to be constructed in accordance with these plans and .shall meet all Authority 4 ', requirements. . 4. The contractor shalt coordinate with, and arrange fop inspection by, the Authority. ! ', 50" When an existing water main is tapped for the installation of a new line: , ' 1'' a) The Authority shall furnish all labor and material. I i b The developer/contractor must: . • I 1. make application and pay deposit . 2. mark the tap location .. . 6. The controctor shall tie in a new sewer line to an existing manhole by core drilling the manhole . 7 E f A, xact IocatlonS o water and sewer services on new Imes are to be coordinated with the uthonty s Inspector. .. , LOCAL UTILITIES ,`, i. 8. The Authority's maintenance de ortment shall furnish and install all water meters through 2" in size. Q Frederick County Sanitation A*orityy ; tt is the developer s/contractors responsibility to have the meter box assembly installed conrectlq. , P.O. Sax 1877 . •` E Before a permanent meter is installed: 'copp`rsetter., Winchester, Virginia 2260� I' �., o The meter box, with its frame and cover, must be properly aligned with the ; :; (540) 868-1061 P®O.C. bh nacre b The. frame and cover shall be set to final grade. ;,, f { .' I r' c The distance between the top of the cover and the copperetter shall be between 18 'arid 21 inches. ` i d AII components of the meter box assembly shall be in proper: working order. Allegheny Power I `, 9. For water and sewer services that connect to existing lines: 3463 Valley Pike I ,. I a The location of the service lateral is to be coordinated with the Authori s En ineerin � Assistant. 9 9 b An Application for Service must be made ands fees before work will begin. Winchester, Virginia 2260d 722®5852 P.O.C.1. �iridy Laing I r paid , (540) , c The Authority shall furnish and install all 5/8 i 3/4 and 1 water services. i t ;;; :. d For all 1. % and 2 services, the Authority shoe make the tap and bring the piping to the property Verizon' . I iI line. The contractor shall furnish and install the meter vault assembly., The Authority will install . 404 Hallandale tan® °, ; the meter., r) The Authority will instatl .all sewer lotehals. Winchester, Virginia 226d2 I � ! -(540) 665 3156 P.04, Larry linghdw .. :I :'L 10. �i lv o'r RP as Any water service line must have o bockflow prevention assembly (double c eck va a Z, . .. . :, : , • required). The assembly must meet ASSE standard No. 1015 or_ ,1013. , Adelphia Cable 11. AII fire lines shall have a file service meter assembl and a bockflow revention assernbl detector ' Y P Y ( 1039 N Frederick Pik® double check valve or RPZ, as .required). The assembly shall meet ASSE standard No. 1048 or 1047. ' I ,- ' Winchester; Virginia 2260t i; Radio read remotes are required. . :. .. (540) 667-0364 . P,O.C. Drive C lske ;' , '' ' 1, , :I I r. , `t t. . ,' VIRGINIA DEPART F RAN POR TI0 , ,1. . .. Shenandoah Gas ; � } , , ::. ,: ' ;,: .: Ili, P. ®. 6ax 2400 ,',I,i ', , i . I . ,, D rg . '. Winchester Vi inia 22604 .1, I, 11 , , V1. AII work on this roect shall conform to the :current editions of and latest revisions to the Pj . 540 869-1111 P.O.C;.'nm Nockmon , ` ( ) ' '. Virginia Department of Transportation (VDO . Road and ®ridge Specifications and Standards. i .... .,. '. .. .... '. ,,. , . the Vir inia Erosion and Sediment Control Re ulations and a other o licable state, federal or 9 nY o '1 +', I 19 I i w he t ords o S e ificotions oca regu at ons. In case 'of d discrepancy, or conflict bet een t Sad r p . and Re ulation . the=most strip ent shah overn 9 s° g g V14. All roadwa fill base sub rode material and backfin In utill ` 06hiIi sewer y e 9 ;.I': � ' Vh.. All construction shall earn I with the' latest U,S, Department of Labor Occu ationalSafe and i h' m y I max mu , II in x n o of re a trenches she be cam acted s 6 i ch lifts t 95 e0 tic ,,,;,,�„ , ; . Health Administration. OSHAY=and Vi Irna.,Occu ationol Safe dt Health H Rules and ( J, r9 P tY Nam) ''. . '.r' ,. .II:.. -: r:,' Re ulations ' I 9 ' as determined b HTO T-9 eth within. lus or minus 2%% of _'.; + 1, 1, `:. densit AAS 9 M od A, p ,, , Y Y :: 'e f!+;, ,.,. a ��-t�''<t 9 : o timum moisture for the full width of an dedicated street ' �^a1 a At the,. P Y aY f,. . ;' "' ( a r trade de i i is h rformed t V tea be ' DOT tY I ' by V3. e e - . When workin within. VDnT nlit-of-w all trofflc Control wheather errnanent or tom oca" 9 :' 9 �' P e h ' n s e i ed n n �L I c ion of des a dire t e P Pe , , ,'' ' a enc in accordance with VDOT Road and and e S ificotitlns< ;Certifed co ies .,: ,,?� ,, , 1 ; :> snbll be in accordance with the current edition of .VDOT's Work Area Protection Manual ';,., �" Furthermore, all traffic control flit erg must be certified in accordance with Section , 104.04(c) of , 99 I , of test re arts shall be submitted to VDOT doi unless s ified:otherwise ,'I P IY' `' . t VDOT Road and Grid a ,ecifi tions he g Sp V15. VDOT Standard CD and UD underdrains. shall be installed when h�fcated a: , .; i ' V4 '' . .. , The' develo er shall e ' ` on ibl for r l in hi ex nse n an R utill ies Inc�udirt p b rasp s e a scot g, of s pe , a y d a t, g � these lans and or as s ecified b VDOT. . ,;; t I P / P Y . i tr ffic si na I ubli it a I es 'unction boxes ` controlle to own d VD r rivdte cut rse a OTo 9 1 ,'e D D by P ►ty p ` . V The installation of an entrances and mailboxes within a dedicated street ri ht•� ` 16. Y .. 9 t he i b f {.. om ni e ti h ya ilities or c a es. It is the o e s I II n i s I re ns bi of the develo er to locate d d d n uti c P Po tY P fY tY i . res ns I o in'im m esi on ords and s I m l u d n st d f-w I ee T � '� ' a she m t VDO o Y 9 ,, ,.,, Po : : , I , R • ' i (' :,, ,I . I:i. ; ,, . , . 1 j: I :I . a 1',rii i I 1 I, ,'I' , 4 tl, f :,,I �! I1 ' , �: f 1 4. I,1,L -1 ... . : EROSION CONTROL r ' ° - '`'' `; ` ' a - on meetin with brc 1. Prior to initiating arty land disturbing activity, it w l,be necessory _o schedule an on site pre-constructt g pu FIR LANE SPECIFICATIONS E l' • ,' • works staff to discuss the ap roved erosion and sedment control piai i•:io pro-constrxtion meetings will be scheduled prior to P . issuance of the land disturbonce permit for the subject project. 1. Fire lanes shall be on an plans or drawings, if applicable. ` 2. Contractor to contact the public works department to schedule tR:> E egquired erosion', and sediment control measures inspections 2, Fire lanes are to be a minimum width, of 18 feet: .. indi e b the r ram administrator. If the erosion and sediment c'ortml measiurers have been Installed in accordance with the as cat d y p og approved plan, the Department of Public Works wik grant approval to initiote laced disfturbing activities. 3. Fire lanes shall be designated in either of the following • , . ' '' , , 3. Prior to release of building permits, the fallowing items shah be completed: : . war: ;' ' a) Subdivision shall be stablited in accordance with the approved pion (i.e., road surface, stomnwater corrveyonc® system, A. Double yellow, six (6) inch tines with opproximately3 ' ': curb and gutter, . sidewalks, channel linings, vegetative cover, stc.) y the 3 inches between lines ,shah be used..,to mark m I ..1:. ' . - t ntains the toRowin items: st er c rice ern curb b1 S h ivision wh ch co 0 if ed as built of t r subd ' I f cart i ubhiitta o 9 e 'O paved areas° :' ;'i ':'. and utter, drainage channels and ditches, stom-water pond. A letter from the engineer -of -record shall be included with the 9 `. : I os-built which states that the subdivision has been constructed in accorda with the approved Plan. e i . nc� I i a nation for the bulder at the time of the but din rm't c) Individual subdivision lot grading plans shah be submitted by 9 Pe PP ®. Painting of curbing yellow, .. e , C. BY of botch marks of six (6) incta; : in , , : airdin yellow P 9 each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be M ance with the Virginia ,;' width with no more than ten 10 inches between hate. o, ( ) ' Erosion Control Guidelines and local ordinances and to be utilized during tie constriction period. on the entire area being designated os a fire lone. 5. An erosion control structures shown or as required during construction shah be continuously maintained • 4. Sits shah be twelve 12 eighteen (18) inches Ith a i9 ( ) by ' ' have in red thraughout the p .clod in which areas are denuded. Areas shown to be surfaced are to stone base sta N area is to remain denuded for more than 7 calendar d at the earfiesi date after establishing grade, o ays w white background, with red two (2) inch block letters with .:w . ::. , . " '': ,r, 4 _', `if .possible when construction is not in progress. wording, 'NO PARKING FIRE LANE Authoriiyy of Find Chief', t !'s; �, , ;'+;°, n or to clean u and restore disturbed areas immediate u n c 'on of ( in the affected anew. 6. Co tract p Pik- �"n9 ® th I m ma on or wordin needs to tie a rov o er co or cob b �Y 9 �' I ,, i ," ,' ;' ` ,'Mil; iw h n ed with 6 t on his- constnntl.�n s a be ° whi h are is u ti t D f h site c d' t n areas o t e 1. ' An u sued P ' f e t lid d mulched. d bed to be watered and cared or as n cease o ro e a ferinized, seeded, compacted an See ry p , . the Fire Chief° �'t: , + : , , , ,1 , odd lawn uali ross cover. Areas not raded shall be disced, leveled and seeded to achieve lawn conditions, 9 q h' 9 9 5. S' rm shah be posted on all comers of the fire lone, and tl~' i ,•,IF I • ;,' , . no further than fifty (50) feet oport along the remaining le;°`,nth . : ,, :1 I I ;` 1 ', FIRE � RESCUE of fire lane area, S shall be a minimum hei ht of sewn: , (7'P 9 `'i' , ' F1 Marshal, Dumrn o construction debris on site is rohiblted. 1. Burning of land clearing debris requires a permit from the re g p 9 p feet to the bottom of the sin and a maximum height t 9 .:,, ,. . ;!" i,: „ 2. Access for emergency vehicles must be maintained at all times duringg construction. Temporary street signs and be osted as construction be ins. Parked vehicles and 11a in of construction materials are rohibited address must p 9 9 P of sign shah be nine (9) feet. Any other height needs to �"x, I, A , $,, 1`, Items that may. be in conflict. with, the proposed construction activity. VDOT approval of: these the developer. , 1 ! , ; � g. by the Fire Chief. ; ° ., .. . . , within 20 of fire hydrants. Fire Hydrants ore not to be obstructed at any timis. . Ions. does not indemni the: develo r from this res nsib►h .. P,, P° V 7. Pri r to VDOT acce dance of an streets all re uired sti�ee�A and or ;1:;,, ; 6, existin marki s which will within the fire lane ; , ; 1 o P Y. o q/ , A^Y 9 rig • ". I. �V5e Desi n features reldtin td field.'oonstruction ''re ulation and control or sal of traffic be avement markin s shall be installed b the develo eh or, at, s discretion, , ,.' v1C t ": 9 g D 9 ern►' P 9 Y P 1 . area after their establishment shah be removed so as not . subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of by VDOT on an account receivable basis following the Mor~Uol On Uniform s o field revision shall be a re onsibii of he evelo a Traffi Control Devices. - I • Scale 1 s 1 . ny th sp ty t d p r. c l ;I . . ,, , V6e 1 prior to initiation of work the controctor shall be res onsible for ac uirin all necesso VOOT I ,'N18. The' develo er shall rovide the VDOT Residen .Office witil a' list bt4 oil material ;;; land use. arm o p q q ry P P nstr �i I In ltes , fo aterials ,, p its for any work within right-of-woy. sources prior to the start of co uctione Copes of a I vo r m . • ' ® �;: ri I �,: r h- u b the I a '� i ed t set o w m st e d td oc wi bin ed fi t s t f utilized t an d a Y 9 aY Vi. If required by the local VbOT Resider fie, .o re constrtictlon conference shall be amen ed .. - ,; . p g I ri es t „I VDOT Residenc Office prior to acceptance of the work° Unrt.'.orrd,' p e and held by the. engineer and/or; developes wish the aft®ndahce of the contractor, various County Y u';,, 1 . ,e ma be obscured. L,;,,( f11� '�1 ,, :` Y ,, �o agencies, utility companies and VDOT prior to,lnitlation .of., work, �,;t.: li , w •I •' .. :• .• V19. Ag re ate base and subbase materials shall be 'placed on ;eu a b1r means of d,:; s V8. The contractor shah notify the local VOOi residency Office when work Is to begin or cads. `for 9 9 • , . mechanical spreader, Density wdl be determined using the .density:;ctlntrol strip In �(� 09® any undetermined length of time.. requires and shall receive 48 hours advance notice prior car with S cti n 304 of the VDOT Road and Brid e' S Iflcotlons and i%,, ` ' to any required or, requested inspection. ` ac dance e o g „ , ; ' , VTM-10. A certified compaction technician .shall, perform th t Certified , V9. The contractor Sh n re n ibl f r " ' I II b s mi d OT d unle ' Il Ili �, i . a be . spa s e o rnain�oinrig adequate access to the project front the copies of test reports she a ub tte to VD oRy,l ed° , d a t i . ul I ' a i cen pub) c roodw via a constr ioh entrance that Ig constructed and maintained ift i;° ,,,; ;::. '�, ( ..,:,� ti ,r ;.,; V' 0 . hat oncrete av me is shall be laced in accordance .•WIt�1 iin 15 of the t ., 1O As t c e n , a o n �, t cc rda fie wit .fill V' i P P h S on 3°02 � e i nit ' � � ion invent ntrol H n k. � � P of th Eros and � Sed Co a dboo s . ; R,'>t,IPi.:. . , Furthermore access to other ro ertlee aff t hi . hall a maint i e ft6o h VDOT Road and Bridge Specifications. Density shall be Bete lot using the ' .xE . p p ec ed by :t 9 project s b . and g ; �i, I, , + ,, . create confusion. � I" 7. The fire lone shah be maintained on a re u ar basis to 9 ,; `' I' ;; . i these lanes can be easily recognized. Maintenance 1 I; I A l,;'; I f' f . , i • ; shall . hiclude repainting on lines or curbing, replacement ,,, `i, , ,::,.i .. i, .' . , ' , + ,, , ; I ' ' ; ' h +''Vfi'u, C.l,'„ f . of si , etc., as deemed necessary ur maintenance 9� by Yo ±° ; ' ' I , rsonnel or the Fire De rtment. Pe Pa t , '° '`' 8. After the establishment of the cited fire lanes, local C .' law enforcement officers shah enforce these areas dear , ''" at all times. : 9. rn lanes elsewliere on site m be re uired as constuction Jevel,iiP I , I 1 i ' , ' ' q r' . . w Ij, ,'t '. i,,. , , k ��1 �, i'a ' .i. . . . t s , , ',. I ,: I. , li t! ,l ., ,l' Ali?' r :' ; ' , i , �', . i, + 'i ! � 4' ;; , �, 1 ;1.i `s , 1. ;,t Standard PB-1.,Where.oft, yielding or,othe, ee uneu a e. �J,,,Ph,�;,,, I, :,-. .. : r:1 .,,' r . ,li'k ,:ft From Date of F.C,SeAe A royal V12. An unusual rf .., ' encountered the foundation desi n and or need for foundctlail. stdtflieation shall h..,• I. Site Plan Valid fOr 2 Years pp . tloho (e.g., unsuRdble sons, 60H , ,sinkholes, . :. ! '... 9 / ?:.,, Ili;, ffiub$u OCe �antr� . '...: , Li, .x. t,, . ,, d ': T N voids, ,caves, ,etc.) encountered duringp the course of construction shall be . x :. :. ,, '..,, be determined b the engineer and .approved by:VDOT° ,,,, , ,Je,.+ �r , l Ill h ter Vir gini 22 01 �. ®�' / . y dr. , ,. Y �ia1,•:11 1,,(�,f,.ra;,s t::io P tp:}.� .. ..p a� - ., ' immediate) brow ht :to. the efo f , I ; .•a! ,.. a. },: ,•,, 1'. v'+:. ,r �. , , Y 9 att ion o the engineer, and. VDOT, Work, shall cease P; , ; ,I, ' }; I d. ,, e .. I Ire the n1 tlld I �► r in that vlcini until an ad irate desi n Can be determined the en ineer ind : • , Vk roval of these plans shal exp r e 3 ears fro . R4:,of the appmy a,'; .; l4't �+ ;'' tY eq g by 9 APP O Y ; I I 1 , ",' , „ ,t i 540.667.2 3 . II 7 , ' P ,, , r i' r left. . , a roved . , . 1 , , , • , VDOTe r : s. , . 1 I PP P by I I , , r 'I ! I P t' >,'11 r : II ", 1 $ r. i �,: 1,� •I. i 1, r> t �, '. n;'' t , ,. it l'' ,1 .Y� i , ,LI r : ?t k I Iw r, � I . 4� Y Vt AI I I = � Ill I areas bo w m rro a I� �hd ><,' 3.' at its a uhd l' :, : ercut arse `dial ' " in' fit'' d ' v s be s e e and e I 'r p PP ,: ;n ,�, n F, 1 r h •,�, Ram s II n 11 •when" i' en these' V23. OT Standard CG 2 Cu b s a be i sto e� I. : f'I:::I P ,,�:,,,, ,:I,, .F 540.665.0493 o cERnF1CATE No. by a VDOT representative prior to placement and fill. Where CBR tesfin is r a !r; v a, g ar I n. n or as s e ifi d b VDOT. r ,, K, i u 02 ?4 pa s it d/ p e e y h,f;�,, t ,,t" i girl ,. required, a VDOT representative shah be present':, to insure; the sam le obtains is ;!f ; " +:: re resell iv , : ,.. , a, . : p tat a of the location. When soil s®moles are submitted td private , , , 6 V14. . VDOT Standard Guardrail shall be installed when warronted.dllCl ,of ds, r10 ed ,,,;, �,,;, ' REGISTERED tier ®f . laboratories for testin , the sam les shall be clearl identified and labeled as , , ,I,"-. p . t i .. PROFESSIONAL h set N u . 9 P Y ° : r , on these plans in accordance with VDOT?s installation eriteria.,;r,Rhol .approval of 4h$ I belonging to a pro ect to b`e acce ted VDOT and that testin shall be .. � � ,, I I '' ENGINEER 1 P' e g uardrail la out to be iven b VDOT after radio is most : 'aom late. . 9. Y g Y 9 ,x r erformed in accordance with all a licable t 9, ;,.,, d P + ,.., . p VDO standards and procedures. . y�� , - - '. �, t,: , �, ,., It Revised 1 16 05 per F.C.S.A. Comments m J , 4, ,�,ti P:': . t I,r;r. n Ili. v r n, , : 1 : I' '„ , ,,,i :,I`, , !i{I)' I1,{'•i' t'",,'r, 1 , Ij , l r , _ , I l• i' h I C,� ,.i I i 1 , 6 tf I: .. t f " 1' 1. f� (: 1 q I 1 I' ',' "r v. 4; . r r u �I 1 J P I' :� , ryI.1 • 11 v ,1' i 4:i i' 1 !4' I.�I "f • ty , 4 v i I n �' <I , h' i• t k. 1 , .. 1.. ,. , ,1 . ,. •V , , 1 d .:,,. .. . ... .. ..a. ., .,,: :: „ : 4. i�' , I 'Ili �!i r ! i ,,y II 1 , ,,:.' , Ai, ; t i, 11,1. r, ;;, i . #" a . ,;: . i „ a„ r " ', , f.' _ _ : dr. ;, ,u -:, ..,r - __ _ _.-.__. __.. _. . __..... ... _ .. ... , _.__.._ .__. m...::.. r-, construction. The Develo r'sholl hove, within the limits of the ro'ect, on ern I e certified' density control strip as specified in Section 315 and VTM 7 ,: �Clutrfied • Re P 1 P by " . re orts I (1 1 ' rf h ifeed lea of test a n t h` i II a arm t ese tests. Cart om act o ec mean she 1:x C I the Virginia Department of Conservation�bnd Recreation (VDCR) in Erosion and $ailment „, , ,�, P P . �P �,,, : P , {,, 1, , , 1�,, ® ® ,'' ,: ` tow shall be submitted tb VDOT dell ,unless specified otherwisem. A ;: ,iti+a P1.,'! ® F Con r I ho shall inspect erosion and , stltatioh control devices ind measures on a continudUe Y ,:,� ,�R ,: ° re resentative shall be notified and iven 'the o rtuni td° bb: tit durin the ';4 31 c M�'; +! basis for ro er rnstaUation. and a edition, r:: Defcienciea shall be ram t rectified: P 9 PP° tY . 9 I. ,• "�.: ' P P P p P iY e. ,, , 1:, :K,., �, .: . W (r: , ..i,,, ,, 1 l,. ,r „'4 .l R INGt®N L1 C : :,:1. �a1" D FO I., f.'u., y,u I,,,, -,I` rid .test n of the control stri construction a i , ::: I, I 8U L :.. : 9. P „ ,r,,:•l� a -:, tt -0, e ., „ ': .•.. r.�u 1. n, •„ v V101 Contractor shall ensu d r`�n d a , . �,:: „►: ; ,;, ,,.1,, lib i irate drainage as achieved;brid fnbinteMed on the`site du on t :f 11.>,li RIPEN PAtEL' . �, a d lillSin ®f ., a I ,:i,,,, yf,i lidl,:l . , .:. V21. In accordance with Section 302.03 the foundations for l Girl' tfil s xr- , k construction „ I ,, I t. , , ,, : the end of . ,: P I _a .... i . a I ,:. ,: i 15® 1NINGATE R, „ .. , ,., :. ,, O I I rrii • Ion td q d: t h n I r er hat be ex aced below the botto Of 'tile y, 6 incesod a s ,' , P s. !� C :_,� O g It ,, 1 �, , airs u�t�. s® i to ® a ,,+Ii i I , :, + . ® WINCHESTER. VA 22 01 V11. AII water and sewer rill w thin a is i y wit determine the t e and condition of the foundation° The IC�rt ghdR re art .,,., .. ; . e: i x t of lid used, VDOI„ ri h$ of w shoo have ea nimum .. YP: , ,.,,.,.. pP 9 oY ! . c _ q e e .. .. . .. a ., :. : tI •,..'d':' �,t.^,t' hH 5�®-'6 / v 4GI�3 _ r ar , :.;; s. Planners. l_andsca a Architects. # thi six 36 inches ::cow' ,arid where ible be rnstalled..under road drains a facilities at findm s of foundation exploration to the en ineer and VnOT;,,ftlt'.; ,, t i ,;,,., n In ears. Slit rVe dr f 9 : V rty . , , , , ... ,,, :.:,:. I i i ion deal ns shall m wi VDOT Road oMd Brld a ::, ( ,,,,. conflict oin s. , . , .: �. , to oc n e, Foundat co th . t ,, P 9 P P 9 P 9 r..k , . 1 � t � It ®® I I i dr01 t�� S� e 2 lit b i�mldeiton h t � CCU � t 1 � 7 Ens III 64A-((2))-4 w 64A - ((2))-3 GLADYS E. DECK NONA L . WINBECK i DEED 010000064 U o DB 954 1687 ZONES RP Q `PIP USE. RESIDENTIAL I USE: RESIDENTIAL AREA .= 20,000 S.F. cr- m AREA = 16,000 S.F. c COLLEGE PARK SUBDIVISION S 63°06'07" r 200.00' 1�Ei AING WALL 3' OPAQUE BOARD FENCE - � 100. Q � DUMPSTER (SEE DETAILS) � n, W ENCLOSURE X X X X X X X TYPE: DI-2, L=6' 4 20.00, 25' INACTIVE BUF ° " HOS BIBS � o CG- GAZEBO 64A ((4 - bo 4A tir"�& imMka :l IL i a 1 51 • `�Vf: _der... 41 Lr ■ 1 � h 1 •• 11 1 11 PDLE MOUNTED HANDICAP PARKING --SGNS INSTALLED PER VIRGINIA . e ;ill e I•SIATE CODE1 . •' I� i• Lax, THERE ARE NO RESTAURANTS O- er���I'J MEETING PTHIS FACILITY OOMS IN e - 1 ,425 SF .70 ROOMS •1 1��«� �1 1 11 PROVIDE ST• ■` _`` r_ r _ e � ' • ' r �fi��iC .--. r� �..��..�.���.I....�...Inlll.li!��I�� ': � '1r0.oil , ix :. r :�r :. , 1. ,. mix l'�■ G e t r-r�+!IIIMIr..I.'�w - -_ T . 1 I...b ,� ",►1 I I I 6 4A - ((2)) - 2 ROY L. & SARA JANE BARR DB 3291456 70NE Rl' USE: RESIDENTIAL AREA = 20,000 S.F. 1-90' BEND 1-FH ASS'Y 64A-((4))-10 AIRI_EE ENTERPRISES LC DEED 03001111.9 ZONE: B2 ' USE: COMMERCIAL AREA = 30, 000 S.F. i Lo T 10 9.00' 1.5" SM12_.5A 2" SM12.5A 3' RM25.0 8' VOOT 21B 8" VDOT 218 WELL COMPACTED SUBGRADE WELL COMPACTED SUBGRADE 11 Jz �o fFx �! STANDARD PAVEMENT SECTION HEAVY PAVEMENT SECTION Not to Scale Not to Scale 00 N o (/ Ilu < I� w U.S. ROUTE 50 a�'' N N_ I SAWCUT EDGE F-=--I PROVIDE TACKCOAT 12' MILL 6°x1 1/2" JOINT EX. EDGE OF PAVEMENT/CURf1 TOT CG-7 ELEC TRANS. y 1 1 /2' SM i .5A * 005S SLOPE= 1/4 :1 6' DM 25.0 OR PATCH EX15171M 8' 210 EXTEND Zl B WELL C04lPACTED SUBCRADF 1 FT ©F. YOND BACK OF CURB WWES! • r" A°1 mv K rotto ee CW w rlyd. ale! N r W w wrt. NNNN r9. »ti•6�• r 11A Yel ire n 1 .s�► eua sereleN w■ •d S. ursaro s�re"o co-► � „en•rr � D I , r r t•e' • COMCINAT10N 6" CLIR8 & GUTTER 14f M1�a esw.rr a ir•r,e/Iwt■, PROJECT SUMMARY TAX IDENTIFICATION NUMBER 64A-((4))-8, 9 EXISTING PARCEL AREA 1.38 ACRES DEVELOPED PARCEL AREA 1.38 ACRES ZONING B2 ADDRESS MILLWOOD PIKE CURRENT USE VACANT PROPOSED USE HOTEL DISTURBED AREA 1.5 ACRES FRONT 50' 409.74' SIDE N/A 25.00' REAR N/A 202.66' PARKING 5' 22.86' BUILDING HEIGHT 60' (MAX.) 50'(+/-) GROUND FLOOR AREA 9,773 SQ.FT. NUMBER OF STORIES 4 FAR ALLOWED 1 FAR PROVIDED 0.65 MINIMUM LANDSCAPED AREA 0.21 AC. (15%) LANDSCAPED AREA PROVIDED 0.40 AC. (29.07.) PARKING REQUIRED PROVIDED STANDARD SPACES (1/ROOM) 70 70 HANDICAP SPACES 3 3 TOTAL SPACES PROVIDED LOADING SPACES 0 2 73 2 PARKING LANDSCAPING PAVEMENT AREA 31,507 S.F. PAVEMENT TREES REQUIRED 15.8 0 1 /2000 SO. FT. PAVEMENT TREES PROVIDED 16 STATE 5MM As+ INTERIOR TREES REQUIRED 7.2 sir ,� ► ire. e� INTERIOR TREES PROVIDED 7 TOTAL TREES REQUIRED 22.8 00 ,arse.. TOTAL TREES PROVIDED 23 -T__ _---- -�:,,' PARKING LOT LANDSCAPING REQ'D. 1,575 SO. FT. A 5y SEC ' °�� • e PARKING �tLOT LANDSCAPING PROVIDED 1,600 SQ.FT.(+/-) ®SX SE T&A B-8 NOTES. ovea ; cr 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE ;1 REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. _ 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. TOMW, PLAN IIIIIIIIIIIIIIIIIIIIIl 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA ' pp�� TYPIcA�CENENT AND A117.1-91. ' AT MTERSECIOM dAfAN Vel 1RtAl1oN AT IIITt71 cSIdV MIT144 CRnSWM.K WWI *kK 4.110 STT EP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL P� IwITM e�uI FER STWO, FEATURES EXIST. • lIl TCRAIIQNS ,� Y '...:.L'LST�•A� rwr u%'Irr ' i'f[tn 5. ALL UTILITIES TO BE PLACED UNDERGROUND o. ` r' ,".�'cnu, p°d",urr-wo"6. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES t eo ocE 1 •°+ F' +=�i"�e's�,w�,'ar,T'' .� °' ,4i�"`�����'��" OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1: 20. (SAX , �.a.,M*ej&M a* "WA" eft w hove n 0 We , W"M 7. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 Iw"� •..eneerl .uTAr"' „sraw& %aZAWS "MV 8. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM e o e e e e r e r + wQ1�,,,'�=,>f, • R► e� �•+o "�M PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. "UMMO a JWM~ ►q am rnae am M we • nnty �t o e e e o • • • • e * e e • • ,p rry ':•�,Jii���°i.i.rla � M v�I.r. � 9. BUILDING SHALL COMPLY NINTH THE VIRgNIA UNIFORM STATEWIDE BUILDING e00000eoessese ► TYie�llvlrlf^1rMW s • e s e • e : . s a ~ • "� " CODE AND WITH USE GROUP R-1(HOTEL / MOTEL) UNDER SECTION 310 OF THE . e e e e e e e • • • • • • INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS THE e e e e a e e e e o e e o e •�•}U yea CABO A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. •oroOoe0oe0o0e plt�i .. •w� r • � � w �_ w,,-'� • ' i &Wit /&wx.■.nti ssss veo.w nw x erw eie.. a rum 10. NO OUTDOOR STORAGE PROPOSED. DETECT rARRMee ` Ii.E°°."1"`d .'s":e'.:r�i c +e o4.�or�l was v""0Ls. e'iee va /elA 11. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRHYDRANT AND THE F.D.C. but Ile 1,CG-12 DETECTABLE WARNING SURFACE*,.: THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF TYPE A (PERPENDICULAR) APPLICATION THE FIRE MARSHALL 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGNIA LICENSED DESIGN PERSON. j j -• nersr +►* sic 13. THIS BUILDING SHALL BE PROTECTED BY A FIRE SUPPRESSION SYSTEM IN ro " I I A��''` •` �`•` ACCORDANCE TO SECTION 903,2.1.2 OF THE IBC. o` r..,, c •+•+ br� 14. THIS BUILDING SHALL COMPLY WITH THE REQUIREMENTS IN CHAPTER 17 OF. - -' "' 1 s•a." d IiMN j r ,r _ BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE ETC..) 15. ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO tow~ n•r MIN. EXTERIOR LANDING. 50% OF ENTRANCES SMALL BE ACCESSIBLE. h�►ree rr' t St4T1Or1 C•C 16. ALL OUTDOOR LIGHTING SHOULD BE SHOEBOX TYPE TO PREVENT LIGHT POLLUTION TO APPROACHING OR DEPARTING AIRCRAFT. PLAN VItli 17. TWENTY-FOUR HOURS PRIOR TO All CRANE OPERATIONS, COORDINATION MUST O9 mc'I °1 °t awe" Ae a �O `w" BE MADE NINTH DAVID FOLEY, WINCHESTER AIRPORT OPERATIONS SUPERVISOR, / /e (540) 662-5786 IN ORDER TO ENSURE COORDINATION WITH THE DULLES 1> 1�"v i� _ K ro ► • APPROACH CENTER. DEPENDING ON THE HEIGHT OF THE CRANE DURING OPERATIONS, THE OPERATOR MAY BE REQUIRED TO FLAG IT WITH AN AVIATION W9 '" OBSTRUCTION FLAG OR TO TAKE OTHER SAFETY MEASURES IN ACCORDANCE W .0 "°91"e' rm _ ``" B WITH FEDERAL AVIATION ADMINISTRATION POLICIES. ' 18. DUE TO THE CLOSE PROXIMITY TO THE FLIGHT PATH OF THE AIRPORT, THE sccrro►► ��;� OWNER SHOULD BE AWARE OF THE AIRPORT'S EXISTENCE AND FOREWARNED MAMIKS MR CPA* CMPMtt 0 ` ABOUT AIRCRAFT NOISE AND FLY -OVER NUISANCE FROM AIRCRAFT THAT COULD e,n.•,r •,..,.. �'1�� POSSIBLY IMPACT TRIER BUSINESS. OWNER SHOULD CONSIDER INCLUDING NOISE � ie ��i'��r' ATTENUATION IN THE CONSTRUCTION OF THE BUILDING. U. S, ROUTE 54 WIDENING i """' ""'"'°° "" � " ��{�'�a�IIp1����'� � " 1" 19. DEMOLITION PERMIT AND ASBESTOS INSPECTION PRIOR TO ISSUUANCE IS "''`"' """er'' 1 '" " x Iiirel �0e11 "' REQUIRED TO REMOVE THE EXISTING STRUCTURES. SECTION 112.1.4 VUSBC. LAETHOD OP TREATIAENT• " " CONNECTION FOR STREET IMTCRSECT04S, I—8 x6 'kTEE AND COMVERCIAL 1ENIRANCES 1-S" VALVE .."CWfd".e e•....�.+-. rea.e 1-5" REDUCER - � I SUPPORT POLE AS NECESSARY DURING CONST. 1 8"x6" TEE 15' TEMP GRADING RELOCATE TELE. 1 FH ASS'Y� ilESMT REQ'D _ RELOCATE y S NEW PED. BEHIND CURB SANI TAR Ir1 I 2" ETER a RELOCATE SIGN CLEANOUT BEHIND CURB )0.00' W W w r,G_-7 W o W w " INV OUT-701.35 " " IL BOX TO BE REMOVED TURN t_ANE RIM LOW= 705.89 ADJUST RIM ELEV. ADJUST AS �8 x8 TAPPING RIM HIGH=706.47 INV 8"P'VC OUT=699.15 TO MATCH PVMT NECESSARY 4" SEWER LATERAL.. SLEEVE AND VALVE RIM LOW=705.65 ORADE•705,30 (EST) I ! TAP BY FCSA BY FCSA 400'+ SITE DISTANCE 400' SITE p INV 8"PVC IN=6.97.35 (3,5' EYE TO 3.5'oi3JFCT) 3.Lf EY'E TO 3,008JECT INV 8"PVC STR. INV-697.327.01J32 7.33 TRIP GENERATION U. S. ROU TE 50 (MILL WOOD PIKEV/CS04LF 20 10 0 20 40 E• 6TMEDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT RIM=705.61 SPEED LIMIT 35 MPH - ADT 19t000 WOULD GENERATE 394 T.P.D. INV N/A R/W VARIES ( IN FEET) 1 inch = 20 It. FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated.as parking, and all normol and emergency access points to the structure. The contractor shall'coordinate with the Fire Mnmholl to ensure these requirements are satisfied. PURDUE DRIVE i II SR 796 �I U 30 (2 --- CROSS H ATCHtU STRIPING. \8" SOLID WHITE LINE 10' ON CENTER. 4" SOLID WHITE LINE. NOTE: ALL STRIPING TO BE TYPE B CLASS 1. Culvert Summary 0 Culvert Inv. In Inv. Out L(R) D(In.) S(%) Type 1 702.07 701.95 24 15 0.50 RCP 2 705.60 705.37 46 15 0.51 CPP 4 706.52 706.03 98 15, 0.50 CPP 5 704.42 704.40 4 15 0.50 CPP 6 704.65 704.62 6 15 0.50 CPP 7 705.50 704.85 129 15 0.50 CPP All CPP Culverts to be Grumpler Smooth Core or equivalent o �d1N1A J� o N � O A. In Ln in 0 0 0 o c W !- o In CD C'N 4) CL 0 �y to z { 1 A QLLj �- V?I v o z o oU oU zz c O N >. CO � Q U U E 0 z z OO.. C A � � aj °��� o IZ rL C O c lii Of M �•-I h Tn b � =N u r7 fV z C N Ili. Ld LEGEND AP, PARKING SPACES (NUMBER) . . . . . . . . . PROPOSED CURB & GUTTER . . . . . . . . . . . . . . . PROPOSED CURB h REVERSE GUTTER . . . . . . . . . . . . TRANSITION BETWEEN REGULAR & REVERSE CURB • . PROPOSED STANDARD PAVED AREA (8' 21 B/2' SM 12.5A) • . PROPOSED HEAVY DUTY PAVED AR%8' 218/3' BN-25.0/1.5' SM-12.5A) PROPOSED CONCRETE AREA . . . . . . . . . . . . . . . . PROPOSED GRASS AREA . . . . . . . . . . . . . . . . PROPOSED EASEMENT AREA . . . . . . . . . . . . . . . . ZONING BOUNDARY . . . . . . . . . . . . . . . • . . . ZB PUT( PEDMALS.......•••••••.'.• • m EXISTING STORM DRAINAGE h STRUCTURE . . . . • . • • . . . PROPOSED STORM DRAINAGE h STRUCTURE • • • • • • • • • . . rl PROPOSED WATER MAIN • • . . • . • . . • . . . • . . • ------ Owl EXISn11Nc WATER MAIN • • • • • • • . . . . . ' . • ' N' I -- --- I I RIM PROPOSED . . . . . . . INV PROPOSEDFnRE HYDRANT .. .. ... . I I PROPOSED GATE VALVE h BOX • -4 N'1— EXISTING SAN. SEWER AND MAIM • • • . • • ------�?----- I I PROPOSED SAM, SEINER AND MANHOLE • • . • . . • • • • .-1��1••+--�----ASS'-- PROPO!!!Tf UNDO MIAUND tllTlI ~1 0 • 1 1 1 4 4 • 1 # �'^"�" E •--"'a•'-"'• I PROPOSED UNOERGROl1ND TELEPHONE SERVICE T -�- PROPOSED GAS SERVICE • . G LO "�torm Structure Summary S. No. Inv. In Inv. Out Top Elv 1 702.27 702.07 708.10 2 705.80 705.60 709.84 3 706.03 705.83 709.75 4 - 706.52 710.27 5 704.62 704.42 708.92 6 704.85 704.65 708.80 7 - 705.50 709.10 H STR top to Cul out Type Throat INV 01.) H(req'd) DI-2C 6 6.03 3.75 MH - - - DI-1 - 3.92 2.50 DI-213 6 3.75 3.75 MH - - - DI-1 - 4.15 2.50 DIA - 3.60 2.50 r 1R dh TR r -e • z O 0 Z W c a o m SV C I+ w N O ;tL O ' N Z q qM Z M PROVIDE SAW CUT EDGE GRADE=705.30 (EST) 400'+ SITE DISTANCE (3.5' EYE TO 35OBJECT) 400'+ SITE DISTANCE (3.5' EYE TO 3.508JECT) 20 1 40 ! inch — 20 fl. NOTE: ALL STRIPING TO BE TYPE B CLASS 1. Z 0 X s c S c Z M W � m a O � N � N LL- _ M :- LL O M O cT3 �e CATEGORY "B" ZONING BUFFER W LANDSCAPE SCREENING 40' 10' 10' 10 AV CCwr'�s IR OR 10' , 3 2 3 2 L 3 2 3 3 2' 3 2 2 3 RID U4Pc£ OR •, � L/Tllf LMF LlNDL7V NOT TO Sck[ HEIai1S SHOWN ARE AT PIWIW; NOTE. J' OPACJUF BOARD FENCE WITH Y TO 6' RETAINING WALL ACHY-VES THE 6' OPAQUE SCREEN REOUIREMENT. LENG7H OF SCREEN 200 FT TREES REOUIRED, 3/10 FT QQ 1/3 DECIDUOUS = 2Q 21.J if_tiL �'148 a� 4< PROIA'DE.• W LE nAAID CYPRESS ZQ EASTER V RED CEDER. LQ RED MAPLE 2.0" CALIPER LQ LITTLE LEAF LINDEN 2.0" CALIPER OR4)OW/CS04L,E 20 10 0 20 40 ( /N FrFT 1 inr, h - 20 ft. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE PLAN 1' TOOLED EDGES HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL. IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE. FACE OF S-0- CURB GRADE �- 8' GALVANIZED GROUND ROD. BOND TO POLE. J'3 STEEL REINFORCEMENT TIES 0 l'-6' O.C. 14 STEEL. REINFORCEMENT BARS d #4 STEEL RONFORCEIENT BARS 13 STEEL REINFORCEMENT TIES 0 1'-6' O.C. LIGHT POLE TO BE GALVANIZED STEEL WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. LIGHT POLE LIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GRM ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8' 0 CONCRETE BASE P.V.C. CONDUIT AT 2'-6' BELOW GRADE TO PANEL NOTE: ALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL ll ji. i i =11 I.�II IId �II eSa t11HONU1 KAD AOOIY MH 3—FIXTURE UOUNIING HE1GHf-20' ALL EXTERIOR LIGHT FIXTURES SIIIW. BE SHIELDED SO THAT DIRECT OR REFRACTED UGHf FROM THE FlXNRE IS NOT WALE FROM OFF—SIfE. Prune codominont leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all togs and labels Cut away all balling ropes Remove top of wire basket IIIIIIB IIIIIIB 111111 1111�� DO NOT prune terminal leader or branch tips 1 / 07 0 z z J � � a C Z z U o<�U 0 a N ,�pp (W Uj Q Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2'-3' mulch kept away from trunk —Soil well, to contain water ��+`• "`:`����'�"'�>� ' UNAMENDED backfill soil Partially backfill, water to Widen and score hole wall : re +� '�l o - yr,• •� �' ,Q�... settle soil, finish backfilling Remove container and cut circling Area for water drainage Leave solid soil pedestal -• do roots if container —grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scde PLANTING SCHEDULE COMMON NAME SIZE AT TAME OF PUNTING SPACING QUANTITY v PIN OAK 2' CAL 0 6' HIGH AS SHOWN 12 RED WRE 2' CAI. 0 6• HIGH AS SHOWN 11 LfYUIND CYPRESS 4' MIN HEIGHT AS SHOWN 4 ® HETZ HOLLY 3 CAL CONTAINER 3' O.C. 119 8TA JAPANESE BARBERRY 'CRIMSON PYGW AS SHOWN 6 BTK KOM JAPANtSE BARBERRY AS SHOWN 14 DAy�Y DAYLIL.Y 'HEMEROCAl11S' SPACE EVENLY AMONG URIOPE 0 24' O.C. 44 URIOPE BLUE LILY -TURF SPACE EVENLY AMONG DAYLIUES 0 24' O.C. 44 SEEDDI�I G REEQUIREMEyN�TS 6"L0 1'iOp501� AN ENSEEDEO A5 LIA RECfVE AT A MINIMUM 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS, MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMtDVTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LOS. PER 1,000 SO. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL LANDSCAPED AREA PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. z a� aj 8 O C4 U V ♦' � r o Q $ �a �C v �3 a � � 5 (L a F- U. L L Z cn C vi O aw` - I0 Q 0 Z w ...� 3 M a d' O m N C + ® 0 N �O a '� �O 0� t O.0 concrete thrust block general backfill general baOil (see note) (see note) concrete select backfitl 24' select btsdrfill ! note) (see note) ` O.D. 1/2 O.D. stone STANDARD CONCRETE ARCH kflll general backnn (see rota ' select backfifi 241 Wed tackfill b note) (see note) O.D. .? L 6` 1/2O.D. �� y so concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE; To be compacted to 05% of ASTM D898 maxlmum density, TRENCH & BEDDING Figure 1 tremal width as required 8' dia, schedule 40 steel pipe filled with Concrete and painted yellow 16' die concrete encasement BOLLARD DETAIL direction of setting to be approved prior to Installation as required _ I r-ooncreta pad 1'-G sq. x 6' deep FIRE HYDRANT ASSEMBLY Figure 8 screw type adjustable valve box • locator marker mechanical joint swivel tee w" 6' breach 4ti 4' Rea Poll 1'. r naury s,w evens e' in+. .,t' wtYur r.'r�rlroam) eves ( 1'c 4' tt%O ell it hA FIT)aC, SECTION A 10 varies at properly line (son noln 2) skid pnd-- �. I �( roadwny bow� 2' CTS polyethylene tubing (PFM 200 p.^•i wl SS Inserts nt all Connections saddle w [h corporation step I water main ball valve curb stop wilh PJ J (CTS) both ends ►L144-M w/ SS Inserts]; with 2' pate valve operalinq nut er I n' rS' CUTOUT DETAIL, (typlrnl) -.4.- r o,rse (tom 19M Fee /� e' Paler tw r/ � � fA�► / aAm /Ca61 MW 111119M1� 1� 11/%M a" cmam xw a - Vor PW maw tom+. or 4) — F,S9NT ELEVATION STANDARD TRASH ENCLOSURE DETAIL V8H!•177.158HO.11.77 2' custom after (meter by FCSA) cast in place access mtmdatd fiat top door, centered in for 4' diameter top(,,". rwilc i) .. manhole 2?=max. ' finished grade F ..•� ,• T dear section for 4' diameter manhole N with cutouts 3'min. --� T min, solid support block$ UM -fi elnnebedding under custom C 14-44 Will 99 Maeda and MIP 01800 plug NOTES: 1, Acress door shall be by Halliday Products or nw appurvnd equal: n) In nnmhtiffic area -model no. 81R3080 h) in frif ir, tires • model no. HIR2424, 2. Water servlco crossing sheet: a) En.nsed In 8' diameter 8CH40 PVC Or $DR21 pipe. T,e piping shell run from one toot beyond sklewelk, acrn':s sheet, to one toot beyond sidewalk. b) Install 12 gauge Insulated Copper wire (for line tracing) from core. stop to Into the meter box I wrap wl►e around rorp. stop; were to be taped to top of PET at 10 foot intervals; come up Into meter box and terminale level with angle ball valve). 1 1/2" and 2' METER INSTALLATION Figure 6 4 I N txa1INr 11M M OrOr rya J)b'IIIO� 0+5.44 EX W/L XING WTR 0+9.09 EX. GAS XING 7.10 GAS t EX GRADE Q CL i / 11 PROP GRADE © CL 1 705 - 6 4' 2.00 % C� SD R 21 700 4" ; Q (n zLo I� X � � I m � F� N 00 CO am 0- O u p Un cp IY t1 O Z O Z rn II O vC) (0O-10 > + 0Z +�> + J CD O 0+00 0+50 SEWER q�!TR EX GRADE Cl- - 715 i i -PROP GRADE ® CL 710 - _ / 3', MIN S COVER r- 619'DR 21 WL 705 I - _ I F 0 8" SDR 21 WET I w 5 i ' w Ld w I - .. _. ! Cc ; cn i. LU i Q w V) ¢ <t cp > w ,t Z °° i-' r °- - Z . d 0'Q r (C) r D C��'�p I _5 t-- O • O O 00 N 00 N c) N - t cfa crJ ,, ; i r}- + -+- : a + + + I N O qO...O _, 0 O 0+00 0+50 1+00 1+50 2+00 WATER GRAPHIC SCALL' 50 25' 0' 50' 100' ����� 1 /NCH = 50 ft. HOR/Z 1 /NC/f = 5 ft. VFRT SOrI 35 spigot SDR 35 sp,gnt by R e by 9asketed Son 21 qa ;I,.Wo l bell 45- bend bell Adapter r (see note) 7 ,t 77 3 __minimum r S 11 21 ca,naketed / 'i iDR ;t5 R'%A'-._p�(�n nncl irihngc ` SCH 10 gaskelnrt ho-Il wye snlvnnt ' (sec note) • weld crlp Y1 1A r prop" lien In.ntinn marker JR' min, cover stono moo^ r � trented 2'x 4' with top K painted preen --_. 4' nqw nl 2.p(m, mild........ ()"id" Note: It top of main IS granter than 15 ft deep use heavy wall SDR 35 concrete cradle if lop of main is graalrr than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 14 nnnrrote pad -- 1' R" sq % 6' deep I i 4'stone screw type nrllimllhln valve how Irx'atinn marker -• stone megakl9S r•;;t —Ihn,MhlnokJ•��_ 1a'to24' r__._,. J I Z Z ' EX. GRADE , 1 I wl f�..- i la I j 715.0 .. y PROP. HOTEL a i I .' ACCESS I PARKING PROPi GRADE 8,00'FF �LEV=T11 1. q MOT CO-6 VhO..T...CG-6� �.... EX 0 2 7101._- _ _ ji..... �_ _.. _ ... _.. 16 1 FT, BEYOND L WAR Gum I BAN OF CURB MOT!CG-6 i SO- 2.5A . SLOPE , p°10 W/REV• GUTTER; SLOPE I .,_...... 8 21B .. 1 1/2" SM-12.5� 4' BM-�5.0 , M I I 705 c I 4' BY 25.0 ; 8' 218 { , f 0+00 0+50 1+00 1+50 2+00 2+50 3+00 SECTION Al GRAPHIC SCALE 50' 25' 0' 50' loop 1 INCH = 50 ft. HORIZ 1 INCH 5 ft. VERr 36' min. valve megalugged;• to main o' 81r 81t 16' solid block (for valves t 2' and larger) Note: this detail Is also used for huttedty valves GATE VALVE Figure 7 R Peal Iron cleanoull cap with brims plug must be 8' from the top 0f the screw type adjustable box finished grade square concrete skid pad 2(Yx 2Tx 6' deep cast iron cleanOul cap with brass ® VALCO, ft plug having a countersunk square Fig. No, 71WH head Penile Model PA4SV-CSK (41 TIPQ1W with Ild marked "SEWER' &DR 21 • cleenoul pipe bottom section of box brick base $OR 35 spigot by SDR 35 ! DR 21 l''+w o. all adaptsr•keled gaillreted bell senlury (�« non) 4"t:S" SDR 35 gasketed sewer main V 80R 21_ ti~r bell 45• bend ",_ 8' atoms bedding NOTE :11 top of sewer main Is grseler than l6deep, then wye end bend to be heavy wait SOR35. SEWER CLEANOUT Figure 16 o RGIN 1A c in J\ ' o s Q N j < 4 Cr. � A. I c 0 ttv�M)11110'� \ \ N O o � v vi zo .Q � 0 + m •V-4 tN J �+ ' � z Q � � Q _A c� w NN V N M 0 Vi 0 v O O O 0 ZZ d O N �+ •C a fit -a � _ M Q v 0 >_ N (vim ¢ w- J a. IA LAJ 40� M IUL Of • r4 rpopopil L e. • rr _ (n (n N Z C pi L tU ° a .. ' O. w Lino x 5 etia�� Z Ex US a. V 0 0 to N O wcy. Q r'- Or o aq Z Z W6 Atlantis MatrixTM / D-RaintankTM Typical Tank Inlet Outlet Design ;�,� A ill ci�l1 ill S I Outlet Pipe Non-corroslve hose clamp orb tape used to fasten liner to pipes to prevent backfll from entering structure, fabric encasing Atlantis Matrix- / D-Raintank-. Inlet Pipe Jon-corroslve hose clamp or tape used to fasten liner to )Ipes to prevent bockfll from ?ntering structure. Jon -woven 'olypropylene ieotexti(e filter 'abrlc encasing ltlontls Matrix- / -Rolntank- Plan View SICIe Vlew Front Vlew 0 Atlantis D--Raintank TM Double Tank Module Q Q Part No. 70005 (W)408mm (16.06"]x (L)685mm (26,97"] x (F01310mm (51.57") wilffift Mennagomm ng Maximum Recommended Load= 11,1t/m2 134 psi] Volume= 333.531 [88,135 gallons] "Water Management for Life" 2.73 Modules = 1m3 _L.i..b,%i" Atlantis MatriXTm D-Raintank Typical Parking Lot Design with Cleaning Point, CEOCRID BI-AXLE ON RAVEL OR PERMEA01 F GE07EX77LE ON SAND 8" CLEANING PORT WfTN 7r11F0C ATLANTIS D-RAINTANK BEARING VAL bE CAP NRAPPED IN NON- KVVE'N PO( WROPYI EN METALLIC U71U /Y ;MARKERS GE07rX7ILE ntTER FABRIC T ALL CORNERS OF INSTALLATION TO MARK FOR UTIt.tTy CETFCnom PAVEMENT SURFACIN PAVEMENT BASE o N05-DURACAST CATCH BASIN 39' (1 n) ^' AND CRA 4y; �, •rr/ r�r'y%jai 1r 1�,v/ ;r,jyjiyT,Ir: a� i :!%;{�....�. �""'� I '"'' �4•1r'l,"'.�+ f� �{'�4'1I rY'Lr' 1 `T�i{� '(•��' '�4.1�� ;<�SP ' i`• r : /i}�31•'Q i t }Vlgi{�vujr�Il I A M r• 1 �/�J , l Y / Y i'IN 6 t r z 0 I. ,rr r• 11J4 `! A{I l,,'.tfr W. t^ } Il!n}u�>,U.hylA+ T !17 yur(S' {> TY 1 } 1{ Silt �Yl )� 1 I (;tT,1 b I u r i L 101l�rN f'XCAVAT7ON UNE AND '�'�/ ?1M �n i jrrT i•4 io r t IMPERMEABLE UNER/4t „�lrrl'wAi� r.. µyM ..•„ o. ijviy�I,�jr i1.r� �.rf.;j N" I 'll,t Y !'r+.��,yYultvrr�'/a,s, af1 Yn I REQI/IREp ,*•^- „t»- t,.1 I a v A F� :;r.SI r a ?, ,dr Trr t r r'x . r OUTLET P/PE TOYS r why µ EXISTING $ }'fir / t t ti1ALE Ir "I F I `trN'it Ii,S, f>, I �� 1.1r�i1141h1��rs ���I� .,,Ir�,,lr/rr(1� Il l,i„Yt,t rh'�t {�1,IA r,. .1.-7 ;; .r .,,i �. ia9'P r, •• •.I^ i .. LEVELING COURSE' OF AGORECAlE COMPACTED TO 95,.' MODIFIED PROCTOR: DENSI 18' MIN, (0.3 m) AN IMPERMEABLE UNER /S n9 BE TO ALLOW SPACE INSTALLED BENEATH 1N6 SYSTEM FOR PROPER CLINPACTItIN 'Water Management IorLife' Depth of Atlantis D-RaIntank to bedecided by Engineer. Tank Depths Avallable with Atlantis D-Raintankt Single Tank Height = 0,45m [17,72'1 Double Tank Height = 0,138m 134.65'1 Triple Tank Height = 1.31m [51.57'1 Quadruple Tank Height = 1,74m 168.50'1 Penta Tank Height = 2.17m [85.43'1 th !lftdt lrui d181--.•r}.-Ue 4cn6R Otte NbiUS_ L r/,- • rh- • '/i' 1. �►T11 Or KR MI ,0 BE b.PRrr (tq 7t N6. 'fOR Ly to M �-J • MY-4. Ivy OEp1M f,P[AI(A tMwR Y)' USt tr wlltw+D odr �M ceb m',• 8 - L M •11' 0•l(MIOM v,0•" a M 5rAM//1p5 A 1 )ONA .o s+'EEs PO° AI°' r,c null Tll l rr L AA/CD r Ti( Hv(m Or IF* pUtt,U L C•i OKV. 't'E TO THE IOP Or ,N. 51gtC1tl7(. SIOR SI[tt •.b.• RM x aK,61bK A,N ArwRO XLAIC OlY •e s i '°'" rCR ESTYAIrIC Pli"'QYS NO 1R( AcruK Ilt"Dm016 swu IT a=w.(o er rK •SI M. CCNTR ACTOR r.0y (I0 rOrAY rROvt. O�r11M .M4Nr (MI� .•,A M S RK" SKVLD fN ,N( nwrt THE NYIRI K .. f.r.,clu• 10 !( 9,ME0 ►[ KCOnpw{( VIM trwOµO Te ceAs s-r. 11C cosT a rlcrw•C w0 afara ALL VNT(A/AS RROap,rK TO IMF 9+,r'CW 15 TO M 1Q{(Y(Dy(Nt(IT,( qq M1fi [OR „( Srr�rrl!(. ��, • 1 y) • //, 1'•pJ Stu+9eor •. i� NC/l7t it"EiMr irf TROTfOMY [T ,rN�(l cOw.•CIa, 1 11 tr( MY(RI cY nq SruOCrW[ °�r}hrrff S,w�Do.c an m�"c v :r(�° M THE gTWC1I/1(, THE CC,r O rlF1.1./•IO IIr I OLD RAONC ALL WATER (5 ..pOC"tK ,O KR s,vv.,e a TO BE .Raucxn .+ ne BO p'I•CC FOR TK StIR1CIVr r • � SECTION 8•8 s "M MI TO e( PlotTxo WEN " IS . -0- ..A CHAT R, r0N 0[tN 41 tl wA1NA) Sr -I. trADOM FOR COLLAR DETAIL • trq Itt" wr ec P,EC/Gf OR cAsr-N-ocACC CAST ,TOI ONLY 7. D • [ � fOR 07" OO•S At MrV PROAtar �• c•c TO BE rtAao " ALL w(As AatA[ERI r,I.•..• M.w D r•P o A•11I1rO cal,crR-,c r0 uR1(vtnr SE rruKwr. M uu or r"" is , ,-Y.- .•w Rr• •.. ,,,,. • AOTpI WY K t110VIX D. 9E SIwq APD r-n x+ ran rL,crm.rt D_vw. A S-•pr•[tp. IKEr r.acE WITH rTAr7• RASrrO y MOORE MINES 90 oouo "'E"' a0 '/,- ,ram, oR c[lvw2E13 ^Q! . 1E9, -.O•.r. aot. AN,:-0 E0 fr.,, TO TK OAP— - rK S,P ,URE. S. CAfl? N 0.Aa COKM TC IS TO ToCt A9 Al 1 JF00 PT. PRECAST Cor.(ACTE Is to K ,OM P9. CL }Yt ALT[ARAITE 1f1400S CI' M 40004017 AQTMa T.E APORROvI or IMF IWOOCR LLIC1 3 SNOW MEEKOrl'� TK CAS, •KrC �t.��-'I�-rJ I SECTION A-A11 P 1 CONCRETE OLIANTITIES FOR .WN. DEPTH ,r —0, tI►• ,•"Q aA r•L C•.er•oo SECTION C-C SECTION D-D C' C-2 •r• • , MCIA r•► C•A.N• e• .—Ow �•y�•. - uM aA r••. C~ft• 1C• C.. to - un ow. r•ACOA.•t• GRATE DETAIL! A« 0.1•S QA r•A. •& oadd. ee•t N •.pw APPOOMArE •ITI NI ON• J•] ! b ART. STANDARD DROP INLET _ __ 121, - 24" PIPE: MAXIMUM DEPTH (H) - 10, 2A3 n. a, veam OERMTi"? OF IIIArtwKw Are. .30, tlb[OmAMRgX.R Ao•Sa IF 1! d/A113p1 JKR OCR M �wA1X 510CT • MIT. It Ct h a,Rs C D j rAEC Or • r c-C — r-1• AOt COMM io- et I—E r^tr IS r-r SECTION 8-8 COLLAR r"t1A r•r r-r ,a MAX PLAN VIEW ttr"AS. A OARS A. L 7.jti'R I'>fIi •V ; tiALV, am IT Fi� WAvw7fD re • • q 4 SECTION D-O 1 t---> I&M r P HOLL - • Ir C • I CAW. /r[LD ALL SAL "orc l Sll,° INCAP III 5ECTtON C•C TOo COLLAR. IM. ®KOWASE TO r "towy ELEVATION ,Err" our O um SECTION E-f ,: z-- WET" Icow,q. .AI.CO corrER r.._.,__.., OUIPT su wrc e. +,cam au t �Ai�Sr.'�i6 v.• - OI•TS roA USt OM fM110[f ; Lys A rC- Sno no 2C C.0 I TYPE A TYPE 9 t 1 > r MOTE�i NM DE TA}t-S rim A 10,'[ WYK OVAL rc V" WIT" Ca•r sf 0M0. t ' l--J '• TrrS t1 ton IfAK S,.LI ,{ FRD �A�T"MT CC-9 STYOA,•r. ►a to t" spa SECTION A -A r Zvi wfb tr*r A to Tx Yt' °R A" AR4t T fE AICROVCD RIIM NA• stw w7,, SKS TO K Sr1W"KAA r0O Srm O"A" KE SRO. St-L KM ODYKCTOR! •QOEO ,o IWnr P1R,E Ar Ior2 STANDARD CURB •DROP INLET 1211 - 241, PIPE: MAXIMUM DEPTH (H) To '9' -1 VrOM OEIMiOM► W %4MrORATIM JOr 0 0+0.50 REMOVE EX INLET 50 DI-2C FxrINV. = 707.60 3 4 (Rf REPLACE W/ MH TOP N�702.25 (8") i !2 INV. IN=701.95 N=704.58 (15") EX. TOP=705.65 INV..!OUT=702.15 PROP TOP= 705.30 i LA GRADE ® Cli i 71 0+11.50 DI-3C TOP = 705.35 ) A PROP GRADE @ CL INV. IN-_ 702.10 / --PVC .. _;_.. INV. OUT=702.00 i� LEANOUT! 710 AS ;_/ ! I MIN i I ! I WTR -. COVER' r ' RAIN TANI( SWM SYSTEM ®»' � 90 ®0.50 % II i TRIPLE TANK UNITS •50 15'' CPP ......... REMOVE EX. 705,'� _ _. �.__. 44 UNITS LONG 1_- i 5 I CPP _ 5 _...... ..L- . CULVERT------_11 UNITS WIDE I .I ® 0.50 11 I _15 CP-F? .. _ 0.50 % M , 18" RCP CLIII 39'-15" CPP Mcq i 700 _ , n 2.00 39'-8" CPP I 60 0 0.50 %1 I o 000 II � 00i .. __.._ }. ........ _ ( 9'-18" RCP CLIII ll Z.O r co @ 0.90 % cn I +ozz ' 695 00 ,� � (o cfl i �-- I .. ii II z > z I J Lr-I (0 z — — to r- ....... .. _........-.. ....... -.., ., ..A. _.. 7_ x x ' x O CD C) r7 j Q Z O) i ayq (0 N 7 z ¢ cn j _ � N In Do O ►� __ __.- Ul) _ 4C Q r7 Ln _ I ...... 0Oc17r,0 1 h iNr\ o� n x w I VNoor 6� ?� ro Ln N ! i o Lo _� > > rn CUO O oo'� `,� LnZIp OI---- FZ p II z00 V�, I I O cO r + jtn > > ��� to ��'O +O>> i I +0> o+ O (D 0 fY7Z z :V) -ZW QNI-ZZ[D Or'iF-Z 0400 ....;.! 0+50 1+00 1+50 2+00 2+50 3+00 NOTE: A 11v1ANUFACTURES REPRESENTATIVE IS REQUIRED TO BE ON SITE TO OVER SEE THE INSTALLATION OF THE RAIN TANK SYSTEM. n _J Q I- W 0 W J -i W V 5 7 QI _N _.._ ..... L.. _._.. z a ` It N ! �d� I L0 I I In H' rz, 1 0O II�� I I` zllZ8O i��O 715 Q _j �. _; .._ .... a_ > o i -._.; . - - .� .-.. �. _In II o Q Z z C7] i j I -- l O Z F- s PROP GRADE 710 �.. -L..__._....j......_..... -._. � 1 _...L.__.._ I 12J' ® 0.50 %' 15" CPP 705 ...... _., RAIN TANK SWM SYSTEM i 6' ! I 0, 0. 50 % j 1.5' M CLE N 15'i CPP ... z (/ 700 j 4' ! _ _._.__..__L_- ..__ __,-- .--- x - J z 1 �. ®i0.50 % z 3 15�'CPP'� O I -•f Z (n 0-.. r- I L I U -) i j 1� Ln O - - 00 ..._- ._._. i�t I -,_...._ 0a -d: Cn. M + Ft, -� - - 4 Z 010 l- ; T o CL d o I ± O M I IZ O ! I to r- 6 o + + DOhiZZ 0+00 0+50 1+00 GRAPHIC SCALE .50' 25' OF 50' 100' 1 INCH = 50 ft. HORIZ. 1 /NCH = 5 ft. VERT. AN OPAQUE BOARD FENCE IS REQUIRED WHERE THE GEOWEB WALL HEIGHT EXCEEDS 30 INCHES. THE CONTRACTOR MAY SUBSTITUTE AN ALTERNATE DESIGN MEETING THE BUILDING CODE REQUIREMENTS. RETAINING WALL DETAIL �ri,ar; avl .,�t_v-.--..w.wa'ua-r++.Saar:.Aa.�s.AYt�AN•ttAReflaf•reA"+k�*i•f'R,"RR�tRa�Rwt+eweCa•Aus•rCew-"ruA7ealCXlrvr'•,EaT•►ae' ":C't'�1Ji`i J �r-4 l• J r, I� �'j I N Ir _ L9 1, EJY/f f• A.�Z� �; yy l Lt "',b(yI,IIXe, xa{' �tI�IjT!1.4.'�� :i4V.'f•�..41.V. t'::,w.���, ....ram-.-.....,.....nA1...Iv'Jrlmv s PArIAIN-'"3 N0.1L �.•W.L DE COIF►)kr tl i' #tU D,`01NJ Ny ACit?, R'r AT ,M(�J. 11•0-11 'E` T) LF. WRAF.PEO %ATC-0 0RAIN 1, 0 N o 0 to Fn •�"I 7 W ix O Q o ZO �% c LLJ w oz;o ,. w M ix F r IF- tL roo-4 vi U �o Lam,. _ (n z 0 .+ � a� 'mawC IT M4 g z Cn a V) v V F /- W V W W 3 M a it z O Q O N = W o = W V IL W V tO r C' A, r3 v 0 U I, T- i NOT TO SCALE CATEGORY "B" ZONING BUFFER WR LANDSCAPE SCREENING AA, a NOTE." 3' OPAQUE BOARD FENCE WITH 3' TO 6' RETAINING WALL ACHIEVES THE 6' OPAQUE SCREEN REQUIREMENT. EASTERN REV CEDAR OR LEYLAND erRESS RED ,STAPLE OR UT1L£ LEAF L10M (2.0' C(UPER) LENGTH OF SCREEN 200 FT TREES REQUIRED, 3/10 fT= 0 1/3 DECIDUOUS = 20 2/3 EVERGREEN = 40 PROVIDE.- 2Q LEYLAND CYPRESS 24? EASTERN RED CEDER 1(2 RED MAPLE 2. 0" CALIPER UQ L17TLE LEAF LINDEN 2.0" CALIPER 9R4PH/CSeWIF 20 10 O 20 40 ( IN FEET 1 inch = 20 ft. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED 13 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 0 1'-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1" TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND ALL 1N VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE. FACE OF CURB 8' GALVANIZED GROUt ROD. BOND TO POLL #3 STEEL REINFORCE TIES ® 1'-6" O.C. #4 STEEL REINFORCE BARS LIGHT POLE LIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED +PITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. V-8" 4 CONCRETE BASE P.V.C. CONDUrr AT 2'-6" BELOW GRADE TO PANEL DOTE: a UNDERGROUND WIRING '0 BE IN NON—METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL a& LITHONIA KAD 40OW MH 3—FIXTURE MOUNTING HEIGHT-20I ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. Prune codominant lejders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket d 0 Sd O N � cn z M U) z E— r— � ME --' (D 0 Z z Q ¢ ¢ U O Q coa- w NGi < U-) U-) 5z c�, w w o of Q ©©m� DO NOT prune terminal leader ur branch tips t Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water \ a.• °' •., a b: y UNAMENDED backfill soil Widen and score hole wall —` _ :Qa: • Partially backfill, water to 4_ ,} ° settle soil, finish backfilling _ Area for water drainage Remove container and cut circling Leave solid soil pedestal — do roots if container —grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY PIN OAT( 2" CAL 0 6" HIGH AS SHOWN 12 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 11 110 LEYLAND CYPRESS 4' MIN HEIGHT AS SHOWN 4 Q HETZ HOLLY 3 GAL CONTAINER 3' O.C. 119 BTA JAPANESE BARBERRY 'CRIMSON PYGMY' AS SHOWN 6 BTK KOBOLD JAPANESE BARBERRY AS SHOWN 14 DAYULY DAYULY 'HEMEROCALIJS' SPACE EVENLY AMONG URIOPE 0 24' Q.C. 44 URIOPE BLUE LILY -TURF SPACE EVENLY AMONG DAYLILIES A 24" O.C. 44 SEEDING REQUIREMENTS AFL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL LANDSCAPED AREA PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. cf) u . 0O N N • cs ,� m U a� YC fY ¢ 41— a) 0 N O o cI �Qy� tl1 D M (y) V Q U > c- VV J C) n! c two �_1.04,� asp O a o> C: w��L0 �[L c cum F— u. N vi �L T • L a) L _ :3 O • .•-� f]. w W v W O x CL � Z Q C7 CL S Q JW O Z Q 0 Z M P a 5; O U Y U W W [! d' O (V O 'i I- N Li O = LL W in . — F-Lid U U) aQ o V) = U) 0 O Z Z rJ O O V J Z 0 z v zo W 3 _ �p �N SHINGLES TO MATCH MATL. OF THE HOTEL 2-15# LAYERS OF FELT - 9/16" EXT. GR. PLYWD. OR OSB CONT. ALUM. METAL DRIP EDGE— PREFINISHED CONT. SEALANT & BACKER ROD 2X BLK'G 0 EA. RAFTER W/ CONT. BLG. 0 BOTT. 3/4" EXT. PLYWOOD SIDE & BOTT. BEAM BEARING 107'-8" CONT. DRIP 1" E.I.F.S. - COLOR "A" TYPICAL 2 X 8 WOOD JOIST SIMPSON - H3 CLIP 0 ALL RAFTERS (VERIFY W/ STRUCTURE) • • 1 X2 WOOD. BATTENS �- ',., (45' ENDS) X' 3/8" AB PLYWD. - COLOR "A" TYPICAL i SEALANT "'---1" E.I.F.S. - COLOR 1• �� "A" TYPICAL 2- 2" X 12"'S W/ ` 1/2" PLYWD. SPACER CONT. 11 TS 6 X 6 10 3/4!' BEAM AT COLUMN 112 =1-0 2" E.I.F.S. - COLOR a "A" TYPICAL t 5/8" EXT. GYP. BD. o TS6X6 13'-6" CENTER TO CENTER UPPER SEC T. OF COLUMN 7 CUT RAIL END BACK 3/4" TO RECEIVE COLLAR. SECURE V-0 3 4" COLLAR W/ 3 1/2" LAG SCREWS TO BLKG. 1 1/2" TOP RAIL (TYP.) BLOCKING CENTERED AT BASE (TYP.) Fim 1" E.I.F.S. — COLOR "C" (TYPICAL) .' — 5/8" EXT. GYP. BD. ci TS 6 X 6 13'-6" CENTER TO CENTER B ASE AT COLUMN 4-3/4"0 THROUGH BOLTS W/WASHERS 1/4"x8"x12" PLATE ANGLE TO MATCH PITCH 12" RIDGE DETAIL 1'--0 3 4" A E.I.F.S. COLUMNS AT FOUR CORNERS 1/2" EXP. JOINT FILLER CONT. AROUND GAZEBO AT SIDEWALKS CONC. SIDEWALK TYP BOLTING DTL. ROOF PLAN & FRAMING REF. B & C/SA1 ROOF MATERIAL TO MATCH ROOF MATERIAL OF HOTEL I PLYWOOD CEILING _(SLOPED), MIL. (;ULLAN IU a - - 9" I I I I COLOMAT R C� NOR TO MATCH TYP. CH RAILING - N .i F. -COLOR RAILING BEYOND A` TYP.) 1 1,f2" X 1" SQUARE I I m STEEL COLUMN TUBING, TOP & I I I BOTTOM RAIL W/ 1/2" I I o C�F(� )COLOR TUBING PICKETS. RAIL 1 2 SQUARE 01 I 4'-o~ ON THREE SIDES OF �� ; 0 �=JS1:'E�►:�31 f I I 7 Ir-All j 1� I 3� 4' X 1 1� — — PAINT-RAPIp NOTE: S UARE POST TIN NON- STATUARY 4 BRONZE, OBRIAN RAILING SUPPLIED BY HAYS COMPLETE RINK GROUT POWDER COATING ( C.L. TO C.L. HOMEWORK - SEE "REQUIRED CONCRETE PFJ-407-A5 SLEEVE-TYP. 12'-5 1 4" VENDOR LIST" 13'-6" SQUARE (GAZEBO) PROVIDE 120V GFI DUPLEX IN WEATHER- 14'-6" SQUARE SLAB PROOF RECESSED BOX, SEPARATE CIRCUIT, 0 INSIDE OF GAZEBO COLUMN, , s" A.F.F. GAZEBO ELEVATION PLYWD. SPACER PLATE 1 4"x8"x1 W/4-3%4"� c �o ECC04 THROUGH BOLTS 11 W/WASHERS o ANGLE TO MATCH 9" PITCH - USE WASHERS 2-202 1" PLY. SPACER �JLU6 & NAILED) PLYWD. SPACER 2-2x10 W 1 4" VLY. SPACER (GLUED & NAILED) CORNER FRAMING DTL. SEALANT 2 SIDES OF PIER 4" CONC. SLAB ♦o 16"0 X 6'-0" DEEP $' CONCRETE PIERS 6 B ASE AT COLUMN T1F-', COLUMNS AT NUR COMM t/Y Em JONT mat OONT. ANO M 0AZE90 AT SmEVAL" SEALANT 2 SOO OF PER cam SO 4" OONO. SAS ,rs x DEEP TI rc PIRG$ 6BASE AT COLUMN 1" E.I.F.S. - COLOR "C" (TYPICAL) 5/8" EXT. GYP. BD. 2 X 4 TREATED WOOD FRAMING TOP OF FINISH FLOOR 2 1/2" ELEV. 100'-0" a a FINISH GRADE as 16"0 X 6'-0" DEEP CONCRETE PIERS 0 EA. COL. EXTEND POST a' 5'-0" INTO CONC. PIER a O . BASE TUBE STEEL 6" X 6" PREFORMED PANEL EDGE 2" CONCRETE SOAP 4" CONC. SLAB e a aa e en a a ° a A, 4:,. a a .a AT COLUMN SA2 �4 BEAM BEARING ' EL. 107'-8" E.I.F.S. CHANGE EL. 103'-0" l— METAL RAILING 6 — SA2 FINISH FLOOR EL, 100'-0 FINISH GRADE E.I.F.S. — COLOR A" (TYP.) Ts 6x6 COLUMN PER STRUCT. C Ir-5 1/4' (G.C. TO FIEW 16" o 6'-0" LONG CONCRETE _ l PIER - TYP. FOUR CORNERS PER STRUCTURAL 4" CONCRETE SLAB W/ ' WWF6 X62.0X2.0 ON 4" SAND GRANULAR CJ FILL iI CORE DRILL HOLES TO REC'V, VERTICAL LEGS OF RAILING I T.O.S SEE CIVIL I SET RAIL IN NON — SHRINK GROUT I(8 TYP.) i I 4'-6 3/4!' I C.L. TO C.L. I CENTER RAILING W/ BOTTOM SECTION OF COLUMN EJ I D/SA2 4V-00 SLAB FOR _ GRILL • BOTH SLAB I BY I NOTE, OWNER GENERAL CONTRACTOR SHALL VERIFY THAT ._._I ACCESS TO GAZEBO SIDEWALK IS HANDICAPPED -- ACCESSIBLE rj 3'_.0' (ADA REQUIREMNETS) AFOOTING/RAILING FLOOR PLAN CIEWER OF BEAM >roCENTMOFBEM SIMPSON — H3 CLIP / 0 FA RAFTFR FRAMING LEGEND �9/16" EXT. GR. PLYWOOD L OOD DECKING. 2" X 8" 0 16" O.C. TYP. - 2 - 2 X 12';; W/ 1/2" PLYWD. SPACER. (TYP.) GLUED & NAILED - SIMPSON - H3 CLIP 0 EA. RAFTER - 3/8" PLYWOOD (AB) UNDERSIDE COLOR TO MATCH UPPER AREA OF F.I.F.S. - PIER/COLUMN BELOW ITEM MFGR. LOCATION CCL L & R SIMPSON COLUMN CAP 2 H 3 SIMPSON STD. JOIST CLIP - TYP. (3 A 35 SIMPSON FRAMING ANCHORS - ONE SIDE ROE FRAMING AND CONNECTOR PLAN ROOF MATERIAL TO MATCH MATERIAL TO BE USED ON THE HOTEL ROOF MATERIAL TO BE ON 2 LAYERS OF 15 LB. FELTS PROVIDE CONT 2 1/4" ALUM. DRIP EDGE — PREFINISHED E 574 TYPIC AL WALL SEC TION _ -D" CROOF PLAN `iC��� � ��`� � 5� �-- CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and, the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibilit�yy. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDERICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. 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 developer/contractor must.- 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 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 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. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. 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: a) The location of the service lateral is to be coordinated with the Autho(ty?s Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 �" and 2" services, the Authority shall make the top and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 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. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. S t r ' �r r. -j. LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.Q.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesfske VIRGINIA DEPARTMENT OF TRANSPORTATION Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 V1. All work on this project shall conform to the current editions of and latest revisions to the (540) 869-1111 P.O.C. Tim Hockman 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 govern V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and trenches shall be compacted 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 Regulations. optimum moisture for the full width of any dedicated street right-of-way. At the V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies shall be in 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 of test reports shall be submitted to VDOT daily, unless specified otherwise the VDOT Road and Bridge Specifications. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including these plans and/or as specified by VDOT. traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility V16. The installation of any entrances and mailboxes within any dedicated street right - companies. It is the sole responsibility of the developer to locate and identify utility facilities or of -way shall meet VDOT minimum design standards and is the responsibility of items that may be in conflict with the proposed construction activity. VDOT approval of these the developer. plans does not indemnify the developer from this responsibility. V17. Prior to VDOT acceptance of any streets, all required street signage and/or V5. Design features relating to field construction, regulations, and control or safety of traffic may be pavement markings shall be installed by the developer or, at VDOT's discretion, subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of by VDOT on an account receivable basis following the Manual On Uniform any field revision shall be the responsibility of the developer. Traffic Control Devices. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT V18. The developer shall provide the VDOT Residency Office with a list of all material land use permits for any work within VDOT right-of-way. sources prior to the start of construction. Copies of all invoices for materials V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged 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 and held by the engineer and/or developer with the attendance of the contractor, various County may be obscured. 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 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 any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior accordance with Section 304 of the VDOT Road and Bridge Specifications and to any required or requested inspection. VTM-10. A certified compaction technician shall perform these tests. Certified V9. The contractor shall be responsible for maintaining adequate access to the project from the copies of test reports shall be submitted to VDOT daily, unless specified. 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. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the Furthermore, access to other properties affected by this project shall be maintained through VDOT Road and Bridge Specifications. Density shall be determined using the construction. The Developer shall have, within the limits of the project, on employee certified by density control strip as specified in Section 315 and VTM-76. A certified the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment compaction technician shall perform these tests. Certified copies of test reports Control who shall inspect erosion and siltation control devices and measures on a continuous shall be submitted to VDOT daily, unless specified otherwise. A VDOT basis for proper installation and operation. Deficiencies shall be promptly rectified. representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 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 VI 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum determine the type and condition of the foundation. The contractor shall report thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at findings of foundation exploration to the engineer and VDOT for approval prior conflict points. to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, encountered, the foundation design and/or need for foundation stabilization shall voids, caves, etc.) encountered during the course of construction shall be be determined by the engineer and approved by VDOT. 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 V22. Approval of these plans shall expire three (3) years from the date of the approval approved by VDOT. letter. V13. All fill areas, borrow material and undercut areas shall be inspected and approved V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these by a VDOT representative prior to placement and fill. Where CBR testing is plans and/or as specified by VDOT. required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed laboratories for testing, the samples shall be clearly identified and labeled as on these plans in accordance with VDOT?s installation criteria. final approval of the belonging to a project to be accepted by VDOT and that testing shall be guardrail layout to be given by VDOT after grading is mostly complete. performed in accordance with all applicable VDOT standards and procedures. I iM, U1 X" T) T's I IP �4rA 4 _ �'' • 11111 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. ,SHEET INDEX I COVER SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING & EROSION & SEDIMENT CONTROL PLAN 4 SITE LIGHTING & LANDSCAPING PLAN 5 UTILITY DETAILS & PROFILES AND SITE SECTION PROFILE 6 STORM DRAIN PROFILES& DETAILS AND RETAINING WALL D£TAILS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate l61d disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from, the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in -accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. BURLiNGTON, LLC BIPEN PATEL 150 WINGATE DR. WINCHESTER, VA 22601 PH # 540-678-4283 &:ZF0Id\ O. Mislowsky, J.44 o CERTIFICATE NO. - U 071674 � b REGISTERED PROFESSIONAL ENGINEER _ Date Date Date FiRE LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width "of 18 feet. 3. Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all corners of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Approved by Frederick County Zoning Administrator If Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval 11C F fl Cr' OBI r of Revised 1-18-05 per F.C.S.A. Comments i UGC- �%)j- - % W ( } j �''-�i p - Z C ri l l2)J J I I +� :�-t(2)' 2 l f,%i i_,'�`.Lf.%Y i�C_�.<\ v __� I��t)�I%� 1 .ilk+' 1ir`':' �=1.,� _ _ i�'0Y � CY' :�4,?` A JA _E �ATRtQ I UE11-D 010`000064 j t D 3 9.54168:' I I`)E, 32J/456 TOPIC: ;?P a i ;y-' L i ZONE.: '' P � ZONE: R � -' USE_. RE IDCNTIAL L,, 1 USI_. R S-11D,E��!("7I,4C- I USE: RESIDENTIAL ARE i - 20,000 S. ; %,+�00 S. / ? 6 + I AREA - �O.+.��l00 S.F. L� �0 I- L_! i �� `\ i J i ' t` r r CD t i _t Y� i "� 7 V i C/ V . lJ ii <?i1 0:n3' OPAQUE RETAINING WALL BOARD FENCE p DUMPSTER (SEE DETAILS) N (U ENCLOSURE X X X X X X X TYPE: DI-2, L=6' 4 M 20.00, 25' INACTIVE BUF a; CG- , TWO WAY TRAFFlC AHEAD t t / y rT DO NOT ENTER Ef 25� ACTIVE B FER k OR ©,poop IRE LANE ` 40> I Y, �..; � 34' � •' Y• n i1 18' v ail 86.00'� i.� C) 17.00' i ,00, 28:00' 1-90' BEND 1-FH ASS'Y ERE ARE NO 9.00` '?R- S-TAURANTS - OR 6.0000 MEETING ROOMS IN < 20.00, , 24.0 • t4 20.00, 10. a' TF IS FACILITYCD O o , r - 4 )i _-.7 1 Rl.TYP q OD 20 ao' : DI-1 7 WATER Z1, c L:TN T Gd f z Orl312 < �2 TYPE'. DRAINAGE CEL ~ 2 3 m (SEE DETAIL) v\i - 0-- _ .B- R :-:INGTON SUITES =C',' C0' ' �I '� o HOTEL , o o _ i +; AREA�9,931 SF 3 r� f 1 FF ELEV.=711.25 I_ ,_�0 - 7 ROOMS I < 8' tY .00 3.00' rCQ v 4 - Cf) 0.00' 24.00' 10. 0' 9 > 20 Pq C[IC S/w s6.aa' (TYP) pool. P LE MOUNTED H-ANDICAP PARKING S NS INSTALLED PER VIRGiNIA oo ' a 24 S ATE CODE SECTIOIy 36=99.11.&A a._ (HREE REQUIRED) ; AIN TANK o: -nNN ..:x SWIM SYSTEMco PEE DETAILS\\�N 0% p p Qr E a 121 a RAMP 'W/ RAILING SHOULD PARCEL 64A-4-7 BE DEVELOPED AND v: °Y 3` FROM F❑C NOT BE ABLE TO MEET REQUIRED ENTRANCE ✓jr m C❑NC S/W F.Q.C.-\ SPACING TO GAIN INDEPENDENT ACCESS TO EX. j , cY) RTE. 50, AN ACCESS EASEMENT Will BE v DI- PROVIDED THROUGH PARCEL 64A-4-8. SHOULD RaflF 5 �, CB 7 A MAINTENANCE AND USE AGREEMENT BE 1-8 x6 TEE RATIFIED BY BOTH OWNERS. C7" " 1-6" VALVE C6 TYPE: DI-1 c,< IL' 1-6 REDUCER 6 RiGHT TURN ONLY 20 WAT -> i ' Q r EASEMEN w r z .: . 10 00` „ A9 a 6.�; DLLD li3001; 11: �-INE: UL USE: COMMERCIAL SIRE fA _= 30, 000 S. E-. JI I n" OLFtn CA 21B :OMPACTED SUBGRADE t 1 STANDARD PAVEMENT SECTION Not to Scale U.S. ROUTE 50 SAWCUT EDGE _ PROVIDE TACKCOAT MILL 6 xl 112" JOiNT---\ 1.5' SM12.5A 3" BM25.0 8" VDOT 21B r WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale 6 0i c� z I 14, 138' C _T W 2' 1 EX. EDGE OF _ PAVEMENT/CURB VDOT CG_7 1 1 /2" SM 1 .5A #CROSS SLOP£= 1/471' 6" BM 25.0 OR MATCH £X506 8" 21 B EXTEND 21 B WELL COMPACTED SUBGRAD£ 1 f7 BEYOND BACK OF CURB U. S. ROUTE 50 WIDENING - cMU CC 6 ARE. SERVICE p SUPPORT POLE AS TYP. to 1 NECESSARY DURING CONST. A% U, ,` 1 8"x6" TEE 1 FH ASS'Y, DI-2, L=6' 0° .D z I 36. CG_6 °° 'C C)TYPE: n v' Iv 1 CG-6 { ' 2" METER REMOVE EX. CULVERT , ,��, �. )5' PARKING o o.:� C. SETBACK �,,, �i r V AND RELOCATE EX. DI L `- - -- - --- - -- -- STRUCTURE 1 y p ( ,a �'`' e'> CG`7_ o , 1 A o i; p o CG-' 1 1 1s.HI INV=703.44 o .- C. SMH RIM HIGH=706.36 RIM LOW=705.89 INV 8"PVC OUT=699.15 REMOVE EX. DI � '� �.. STRUCTURE EX 1 : RiM=705.65 REPLACE W/ MH TOP I INV 1N=701.95 ADJUST RIM ELEV. i INV OUT=701.35 TO MATCH PVMT GRADE=705.30 (EST) i i� I I TRIP GENERATION 1 11 ITE, 6THEDITION ESTIMATES 0 THIS SITE AT FULL DEVELOPMENT 5.61 = 70 WOULD GENERATE 394 T.P.Q. RI IMM 70 ADJUST AS NECESSARY L272' TO PURDUE DR. 4" SEWER LATERAL. TAP BY FCSA 8"x8" TAPPING .... .. SLEEVE AND VALVE BY FCSA 400'+ SITE DISTANCE (35 EYE TO 3.5'OBJECT) (3.5- EYE TO 3.5-OBJECT) U.S. ROUTE 50 (MILL WOOD PIKE) SPEED LIMIT 35 MPH - AD T 19,000 R/FW VARIES GRAp,H/CSC�4LE 20 10 0 20 40 ( IN FEET J 1 inch = 20 ft. FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. 15' TEMP GRADING _16ESMT REQ'D RELOCATE SIGN { BEHIND CURB CG- RELOCATE AS NEEDED SANITARY CLEANOUT\ NOTES t. TNS RTEN NAY RE PRECAST OR CAST H PLACE. I, arcReTE TO BE CLASS AS IF CAST RN PLACE. 40M PSI F PRECAST. S- COMMATION CURB L CUTTER HAV04C A RAOA)S CF we FEET on LESS (ALGID FACE OF CUM) SHALL BE PAO FOR AS RAOAL COMBH,LTION CURB L GUTTETt, ••FOR USE TATH STABLIno OPEN -GRADED DRANAGE LAYER iFE BOTT04 dF TfE WRB AID IATTTER BE COHSTNJCTEO PMA.LEL TO THE SL OF Tt SE 5 AND TO THEDFp1N OF TIE PAVELAVEM W. 5. THIS CURB MAY BE USED WM4 DE" SPEED M 40 NPH OR LESS CAI WRAL )#"AYS AND 45 MPH OR R LESS H OEWLOPEO UREA) L SU%F 1 AREAS f THESE OES04 SPEEDS ARC ExCEEDED STAWAPO CC-7 tS RECtLRED. r D 1 • 6" ' ^ T•:r ^ r-r• D D- D D e D ------------------� 6" r•0" 1"M NCA MAY BE corx T AT 4 OPTIDIJ OF THE RACTOR THE BOTTOM OF THE CtRe A CUTTER MAY BE CONSTRUCT+O ED PARALLEL 10 THE SLOPE OF SUSeASE COURSES PPOVM A IARI " DEPTH Of 7" t5 MANYA ". REFERENCE COMBINATION 6" CURB & GUTTER 502 VRC"A OEPARTNENT OF TRAf6PORTA1I0N IOt.03 INSERTABLE SHEET A59 !LaA i7- 1HQE sTO.oc-.f OR t 0 r 0 tz-T 0 tnEa. ' ` raR %TO. CO_ • . t24 MAX aM MAX TtDOr0,5, a' Ld16 SECTION A -A q.,uAnuu c-C ZMNFr �TO Dow" SE SE T)N B-B i AREA UTIf tY Ur SW JY v o, TANGENT PLAN TYPICAL PLACEMENT t>zasswALx TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK T (WITH BUFFER STRIP) � TYP�F A (PERPE AR) AP AT ALTERATIONS a) c a �e wtiw:L f is t MOTE COdTRUCTGK.e FM EE. txA L WAKE 1MATS1iAL ` °d1 eI►LLL wncwg gT0wj.N Dc11KA p Fat •wc CAM r "APPOINAL 2. TW Of CI ttNRI.IG y(wl ME tMMV10Fa er TAMEAT[a MKS. T)eRCA7fb 00[f TO SE STAiiiD TRUNSATED DOME *coN�rRATST' gpn�gaca a wr�„R�pT„pTE ~,oY a SwK,a: A�o�,°Roo,i T1�)E �st ,�IIE�. Quu ME A DETAI f' JFCLRQOK� Lf PR(wA, REHd�rjR�(D{ �Nt/EFDRD)ytl�HO�LfHK/LMLY�(WHH *ASV FLOM AOp 1UW/LD�P[OK!asu" Ii�- C^C iLLNCATEp DOME s. f RAW K CST M PIACC AFT1tR hAFItEN: OF MiCR4T FRNP FlOd1. PKGIITTMCOKOET[ $NKL ![ lYA3.{ A-1. 00 O0 00000a T M0. Xr 1 ALOK go?" sm OF 71E RAP 00000000oo00o n� P na�R.Awir Teco. T 6 aftla tff AO •UTT SAAE TaworkAd 0"OBIT TO QRr RAVS Am "CLTIED H MTIERT o 0000000000000 FOR0MICMAHO�TER- zg e•c T. Dew rm, fT ea }} Re T� rADe a rfa sTAfWItD n O O O p 0 0 0 0 0 0 0 0 0 TtO ADAY TO Wt 1NE QtM AIO COIYtgIIiN . 0 0 0 0 0 0 O O O 0 0 O O 0 0 A CU1e RW9 Alt[ TO i LOCAM AS SOW ON THE FLAif OR Ad OWOM r TK b1GfQA. I.. ARE TO 0000000000000°E ATWIN T�1.�.'`"1�"y. aT+'aEi�Ane, 00 0 0 0 00 0 0 0 0 0 0 0 �•�'KT6TIM( MI fALL pfYpAtfCI A�f€�• 00 O 0000 000000 A15'I1 wq�IISA 0 00000000000 } o a L! �[H�{4A1[�ppnp U " pC lldlg 11}N yrA{ITT RTs! OVASMOLE ArI i µTIsf T�HC tMtT'i p' M RA" ON RJC Nq[MriAc s[Cfld6 FRMsOW TK1T TIC 0.M OKMrto 6 hA0[0 DETECT WARNING 70 K"Kow'�inrrOD"i orttAt''PA�Tm KAw TRuat•"Tt"RiF`rsc T,scuc•E'� snErAK°0/s nin ec .r Amn TD r. CG-12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION syym V80M MAR"AW OF IMMA JAM 1 SAW n SSt7EAC ( A SURFACY AS wAHC s -, (RAMUS TO BE AS I 'yA�� I 5)KNRN ON PLARs, A C C ------ - ' IRAt}U9 TO As RA;IALCURB AIO GUTTER Swww ON PLATS) TSTO. CG-6) _ --� q, SM*ALK I M' I VI. CLASS u ULfS.I -- CONCRETE 6- nt LF � LK7 6" i T . i �.!___ _ ExPAM,TON ,)GwT is E'"'"'�'0N J0c`T SECTION C-C TA]TE WOTH -fr 2' 0' DR NIS t+° t1/tKfE ROADHAY Sro ON TYPICAL SEC7KIN. A-) PLAN VIEW ® CO,STRMT GRAD( CHANGES VATH A PAitABOLIC CURVE. 1TC ENTRANCE w"CAMWO1 ACCt7 TOATE ®•TEM M TIRING RE HTS OF AN7[aPATCD )EAVr TRUCK TIWFIC M DEPTH'OR 9"WALK L CURD q'PAAADDLF RAMPf •RITIM IFE LYTS OF TIE RAMSOO" BE cax a< sTautxR oR a MAX. D INCREASED To r. OPIONAL - ^ MARR.K ROApXAr -' -' ` - - - - - - - IN EVNJUMCTX)M'MTH SVOOPROJECTS. APLEASE BUILT a X ---- D NOTE TIE FO(LOTTRIG, St [1MM;E �'`^-� �^- D XX MAN.t4 PAVE)"T SWEI. BE COMSMXTEO 5•,p). AO'LN. F>p) STREET TXZN_ 00ESRASE FOR CNWRO TO THE RAM 011 (EXCEPT A1NY SUBGRADE STAeIIZATM REOUPED FOR MAIMME PAVEMENT HNCH CAN BE CMTTTED H ENTRANCE THE ENTRANCE.) SECTION A - A 'A R,pAL cum OR COMIM104 CWe GUIDELINES FOR GRADE CHANGE D AMD CUTTER SHALL Nor OF CONSTRUCTED BEYOND THE R/W LRE EXCEPT FOR PLACEMENT PURPOSES, INWN USED " COM.ARICTION TRDt STAUAW ENTRANCE YOLIIME DESIRABLE MAxNLM St,;-ARDCIS TO BE CURB ADJUSTED 70 TMAON TCC'H 1W MOUNTABLE CLUB CONFIGURATK)K w" (MORE THAN 1500 VPD) O X ! X OLSIWI N MEDU1 1500•i500 VPO) 5S X 6 X TO TET U�SEOO WIARO TTHS SSTRAPAW� LOW (LESS THM 500 VPU) 56 % e X X PLAtTS ARE TO #MATE VWM CONSTRucT,pN OF A FLOT7 LRE is WORN" TO PROVOE PO4TAE OOpRA�"AGE A/C�Rpy015L9R1EtfC ENTRANCE. PORTION OF GUTTER TO PAR' KJC t EwROOM OF MAIM. sRNER ATON METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV. ?lot VWCNA BEPARTWNT OF IRANSPCRTATON IOJ.tN RELOCATE TELE. PED. BEHIND CUR i PURDUE DRi VE SR 796 I 1 t�-CROSS HATCHED IZ 13 200.00' 1 10.00' TURN LANE RIM HiGH=706.47 RIM LOW= 705.65 INV 8"PVC iN=697.35 INV 8"PVC OUT=697.33 STR. INV=697.32 Culvert Summary STRIPING. 8" SOLID WHITE LiNE 10' ON CENTER. 4" SOLID WHITE LINE. NOTE: ALL STRIPING TO BE TYPE B CLASS 1. Culvert Inv. In Inv. Out L(ft) D(in.) 1 702.07 701.95 24 15 2 705.60 705.37 46 15 4 706.52 706.03 98 15 5 704,42 704.40 4 15 6 704.65 704.62 6 15 7 705.50 704.85 129 15 All CPP Culverts to be Grumpler Smooth Core or equivalent S(%) 0.50 0.51 0.50 0.50 0.50 0.50 Type RCP CPP CPP CPP CPP CPP PROJECT SUMMARY TAX IDENTIFICATION NUMBER 64A-((4))-8, 9 EXISTING PARCEL AREA 1.38 ACRES DEVELOPED PARCEL AREA 1.38 ACRES ZONING B2 ADDRESS MILLWOOD PIKE CURRENT USE VACANT PROPOSED USE HOTEL DISTURBED AREA 1.5 ACRES SETBACKS REQUIRED PROVIDED FRONT 50' 409.74' SIDE N/A 25.00' REAR N/A 202.66' PARKING 5' 22.86' BUILDING HEIGHT 60' (MAX.) 50'(+/-) GROUND FLOOR AREA 9,773 SQ.FT. NUMBER OF STORIES 4 FAR ALLOWED 1 FAR PROVIDED 0.65 MINIMUM LANDSCAPED AREA 0.21 AC. (15%) LANDSCAPED AREA PROVIDED 0.40 AC. (29.0%) PARKING REQUIRE() PROVIDED STANDARD SPACES (1/ROOM) 70 70 HANDICAP SPACES 3 3 TOTAL SPACES PROVIDED 0 73 LOADING SPACES 2 2 PARKING LANDSCAPING PAVEMENT AREA 31,507 S.F. PAVEMENT TREES REQUIRED 15.8 0 1/2000 SQ, FT. PAVEMENT TREES PROVIDED 16 INTERIOR TREES REQUIRED T2 INTERIOR TREES PROVIDED 7 TOTAL TREES REQUIRED 22.8 TOTAL TREES PROVIDED 23 PARKING LOT LANDSCAPING REQ'D. 1,575 SQ, Ff. 0 5% PARKING LOT LANDSCAPING PROVIDED 1,600 SQ.FT.(+/-) 0 5% NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WiTH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3, ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92, 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL UTILITIES TO BE PLACED UNDERGROUND 6.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES XCEED 1:20. OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT E T HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 8. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 9. BUILDING SHALL COMPLY WITH THE ViRGINIA UNIFORM STATEWIDE BUILDING CODE AND WITH USE GROUP R-1(HOTEL / MOTEL) UNDER SECTION 310 OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS THE CABO A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, 10. NO OUTDOOR STORAGE PROPOSED. 11. FIRELANE MARKING SHALL BE PROVIDED AT ALL ARE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. 12. BUILDINGS SHALL COMPLY WITH THE VIRGINiA UNIFORM STATEWIDE BUILDING CODE. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGiNIA LICENSED DESIGN PERSON. 13. THIS BUILDING SHALL BE PROTECTED BY A FiRE SUPPRESSION SYSTEM IN ACCORDANCE TO SECTION 903.2.1.2 OF THE iBC. 14. THIS BUILDING SHALL COMPLY WITH THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE ETC..) 15. ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO MiN. EXTERIOR LANDING. 50% OF ENTRANCES SHALL BE ACCESSIBLE. 16.ALL OUTDOOR LIGHTING SHOULD BE SHOEBOX TYPE TO PREVENT LIGHT POLLUTION TO APPROACHING OR DEPARTING AIRCRAFT. 17. TWENTY-FOUR HOURS PRIOR TO ALL CRANE OPERATIONS, COORDINATION MUST BE MADE WITH DAVID FOLEY, WINCHESTER AIRPORT OPERATIONS SUPERVISOR, (540} 662-5786 IN ORDER TO ENSURE COORDINATION WITH THE DULLES APPROACH CENTER, DEPENDING ON THE HEIGHT OF THE CRANE DURING OPERATIONS, THE OPERATOR MAY BE REQUIRED TO FLAG IT WITH AN AVIATION OBSTRUCTION FLAG OR TO TAKE OTHER SAFETY MEASURES IN ACCORDANCE WITH FEDERAL AVIATION ADMINISTRATION POLICIES. 18. DUE TO THE CLOSE PROXIMITY TO THE FLIGHT PATH OF THE AIRPORT, THE OWNER SHOULD BE AWARE OF THE AIRPORT'S EXiSTENCE AND FOREWARNED ABOUT AIRCRAFT NOISE AND FLY -OVER NUISANCE FROM AIRCRAFT THAT COULD POSSIBLY IMPACT THIER BUSINESS. OWNER SHOULD CONSIDER INCLUDING NOISE ATTENUATION IN THE CONSTRUCTION OF THE BUILDING. 19. DEMOLITION PERMIT AND ASBESTOS INSPECTION PRIOR TO ISSUUANCE IS REQUIRED TO REMOVE THE EXISTING STRUCTURES. SECTION 112.1.4 WSBC. O -� t3� • �-+ -C to V �0 In i- r Q _ r- � LLJ 111 � O � 41 � LLA 'v (D L_ N � o o C) c� o c> zz N ?,'c (n z z U. T- d c`'o' bj _ _j 0 Cy o ¢ to �p� a to n w U3 W C I a- tz © i-a o «. ca a) o 0 0 0 En N c LU 0 d �h ') L a w S-. i- LL � w L 03 0 r U L °, • L TSI i U) , 4 (ll o Q C y� IL w LEGEND AN PARKING SPACES (NUMBER) - - - - - - - - - - - - - - - PROPOSED CURB & GUTTER - - - - - - - - - - - - - - - PROPOSED CURB & REVERSE GUTTER - - - - - - - - - - - - TRANSiTION BETWEEN REGULAR & REVERSE CURB - - - - - - - - - PROPOSED STANDARD PAVED AREA (8" 21B/2' SM IZ5A) - - - - - - PROPOSED HEAVY DUTY PAVED AREA(8" 21B/3" Bu-25.0/1.5" SM-12.5A)- - PROPOSED CONCRETE AREA - - - - - - - - - - - - - - - - PROPOSED GRASS AREA --------------- - PROPOSED EASEMENT AREA - - - - - - - - - - - - - - - - ZONINGBOUNDARY------------ - - - - -- - ZB UTILiTYPEDESTALS- -- --------- - - - - -- - EXISTING STORM DRAINAGE & STRUCTURE - - - - - - - - - - - PROPOSED STORM DRAINAGE & STRUCTURE - - - - - - - - - - - PROPOSEDWATERMAiN- --------- -- - - -- - --6W EXISTING WATER MAIN - - - - - - - - - - - - - - - - - - i� RIM _------ - - - - -- - t 11 _ iN V PROPOSED ARE HYDRANT i 1 PROPOSED GATE VALVE & BOX - - - - - - - - - - - - - - -----004 4 W e --- { EXISTING SAN. SEWER AND MANHOLE - - - - - - - - - - - - •- PROPOSED SAN. SEWER AND MANHOLE - - -- -- -- - -- -- - -- -- - --- PROPOSED UNDERGROUND ELECTRIC SERVICE E fl PROPOSED UNDERGROUND TELEPHONE SERVICE - - - - - - - - - - T -' PROPOSED GAS SERVICE- - - - - - - - - - - - - - -- - G �` ` � torm Structure Summary No. inv. In Inv. Out ;1 702.27 702.07 2 705.80 705.60 3 706.03 705.83 4 - 706.52 5 704.62 704.42 6 704.85 704.65 7 - 705.50 H STIR top to Cui out Top Eiv. Type Throat INV (ft.) H(req'd) 708.10 Di-2C 6 6.03 3.75 709.84 MH - - - 709.75 DI-1 - 3.92 2.50 710.27 DI-2C 6 3.75 3.75 708.92 MH - - - 708.80 DI-1 4.15 2.50 709.10 DIA - 3.60 2.50 Z 0 O < N CJ + N W = m s' (L O Z O U U W (0 O U w N �O ¢ w (n a En Cn F- z p Q � UV O z Y z Cz� N 3.1 V w t0 _jN 0 9 0 0 M V- FREDER|CKCOUNTY 400'+ SITE DiSTANKA (3.5' E- TO 3.5 0PBJECT) 400'+ SFT DISTANCE (3.5 EYE TO 3.5'OBJECT) .GRAPH/CSOW, 20 10 0 20 40 ( /N FEET ) 1 inch = 20 ft. '7 JV LtV CY! it !L Lti `: L. NOTE: ALL SI-RIRNG7 TO BE TYPE B CLASS 1. • 0 ct a3 E•� CO j o �a �C) o- 'J N (6 N 7' .0 J V N O p06 Q v O W N C U) LO C LL tQ D (� C vi O a� t1 wC W H F- 7w �moN P Q c A Z_ Z D O Z U Y U ry W LL- '' W � 7 m 0 CL 0 o � Q N O = W �N O mCL �-- OO r7 U w Ea 0 U o U) U) o� zW O O O cy— r z z 0 Y I z r- 3 U J w = N 0 U- S s ��. . Luj� FREDEPICK COUNTY PLANNING & DEV6LOP",IENT w Q CATEGORY "B" ZONING BUFFER WITH LANDSCAPE SCREENING 411 1 N NOT TO SCALE NOTE.- 3' OPAQUE BOARD FENCE WITH Y TO 6' RETAINING' WALL ACHIEVES THE 6' OPAQUE SCREEN REQUIREMENT. 272' TO PURDUE DR. EASTERN RED CEDAR OR Lfn"P CYRESS RED U4PLL- OR LATLE LEAF UNODV (ZO" CALIPER) LENGTH OF SCREEN 02 o Fr TREES REQUIRED, 3/10 FT= 0 1/3 DECIDUOUS = '70 2/3 EVERGREEN = 40 PROWDE 20 LEYLAND CYPRESS 20 EASTERN RED CEDER jQ RED MAPLE 2.0" CALIPER fO LITTLE LEAF LINDEN 2.0" CALIPER ,0RAPW/OSCWE 20 10 0 20 40 ( 1N FEET ) I inch = 20 ft. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. -- #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 0 1'-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1" TOOLED I HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE. FAGS OF CURB I 8' GALVANIZED GROU ROD. BOND TO POL #3 STEEL REINFORCE TIES 0 V-6' O.C. 14 STEEL REINFORCE BARS LIGHT POLE LIGHT POLE BASE NRH COVER PLATE NONSHRINK LOAD BEARING GROUT 4NCHOR BOLTS FURNISHED KITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT 'IRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8' 0 CONCRETE BASE '.V.C. CONDUIT AT 2'4" 3ELOW GRADE TO PANEL. DOTE: ALL UNDERGROUND WIRING 0 BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL *L LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20I ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT 14SABLE FROM OFF -SITE. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all togs and labels Cut away all balling ropes Remove top of wire basket 1111111 1111� W w O O Z O z z cU'a cWa � � U a' of aw Uj >� 0 0 w w co Cn w w cr_ Of ©OR DO NOT prune terminal �—�i- leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3' mulch kept away from trunk well to contain water o. UNAMENDED backfill soil Widen and score hole wall 4. " •• 4: V:: Partially backfill, water to _ `'. p settle soil, finish backfilling fl— Area for water drainage Remove container and cut circling Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY PIN OAK 2" CAL 0 6" HIGH AS SHOWN 12 RED MAPLE 2' CAL 0 6" HIGH AS SHOWN 11 IEYIAND CYPRESS 4' MIN HEIGHT AS SHOWN 4 HETZ HOLLY 3 GAL CONTAINER 3' O.C. 70 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 ILBS. MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION, AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS, PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL LANDSCAPED AREA PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. Q 0 w Z N j <x c>ti �'V0 a WWO� Q.► o U): • (D C- U cn nc p Q a) o N fJ C_ ' N m IA W �' C Q� �j �r v ry o � 06 �- c(0 C L US 0 � (0 �_cn � W 3 cc: ti G Lf) 07 �- LL . r..{ N ca ((� O m r M Ld 0 &Li J Pj_ Z O Z U ]C Q v_ W W Z E F— W 0 0 W 0- ,I. O .�� N 0 N C'C = W p m O =— U w Ltj (f) o W a oZ Z —� O O 0 04 _j O z Z w Y O Z w _ _3N Ll G U lL'r c r1- FREDERICK COUNTY PLANINIiNG & DEVELOPMi general backfill general back -fill (see note} _-- .�. ! (see note) -------------- concrete 24'select backil1 24' select backfill (see note) (see note) O.D. O.D. 61 1/2 O.D, L 6" L 6" stone stone STANDARD CONCRETE ARCH general backfill general backfill (see note) (see note) 0. 8• _ __ ___ _ _ 8• 8 24° select backfill 24" select backfill (see note) (see note) stone L 6• O.D. 1/2 O.D. t ` ' } 6. l� L 6" concrete concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95 % of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 i( 4S 4. WOOD PN_ V. r ti(x1G1j Sam + SUMM soPE rna x t• O4m* P 7 e.$) PW 4•x 4' OD wt A JA xeF mat tD1ra� /'�B,calsr sari � a Kim os-e IY DIA 0MUE OPM M JI M u rx>i Post FOM (ttWA Or 4) 6' 6' SECTION A (2) e• omaim t2`1' FLU fOsr PLAN VIEW w'-o' -- ro aw ows b m ' px3- His M ccoacw 'M= sots 0,%ot si�FLEF� T MIo � (2) 24! ILM 3Jg FM t 5o14YE slots $) All XM � (cac.Itraottl tOorNG ;, gglllfQl BY" 3` FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL 0+5.44 EX W/L XING WTR 0+9.09 EX GAS XING 710 GAS EX GRADE ® CL PROP GRADE @ CL 705 _ r 64> 700 4- 4" 1 SDR 21 co !— N °- , ,< ... _0000 rn O Lr) ; M(o z II ce a o� f— � I—� 1-0 °-> Q+» + CD, l'—z J O Z Z 0+00 0+50 SEWER 71 71 7C 7C 0+00 0+50 1 +00 1 +50 2+00 WATER GRAPHIC SCALE 50' 25' 0' 50' 100' 1 /NCH = 50 ft. HORIZ, 1 INCH = 5 ft. VERT. a 720 Z $ I EX. GRADE l 715, PROP. HOTEL ` ACCESS ' PARKING. Cr a FF ELEV=711.25 PROP.' GRADE is,00' 1s.00' i i { VDOT CG-6 1 % VDOT CC-6 EXD 21B 1 FT. BEYOND W/REV. GUTTER f BA K `DF CURB VDOT CG-6 SLOPE 2" SM 25A W REV. GUTTER SLOPE b I �• 1 1%2'SM-125A 8 218 _ 1 1/2 SM-12.5A 705 4 RV 25.0 8° 21B I j . s __---------- 0+00 0+50 1+00 1+50 2+00 2+50 3+00 SECTION Al GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HORIZ, 1 INCH = 5 ft. VERT. SDR 35 spigot SDR 35 spigot by R trench width by gasketed SDR 21 gasketed as required bell 45° bend ball adapter n (see note) 2' 6" dia. schedule 40 steel pipe titled with concrete 3' VBHH77-15BHC-11-77 and painted yellow 2" custom setter �. ' 7 (meter by FCSA) in standard flat top _ i • 2' cast place access door, centered in for 4' diameter 0 e ) manhole top (se note 1 18' dia 1'-6" varies at property line 2' max. finished hed s 3' minimum v :'^ SDR 21 gasketed encasement •` 3 (see note 2) grade SDR 35 8"x4• pipe and fittings concrete pad `.. ' f gasketed bell wye SCH 40 1' 6" sq. x 67 deep concrete skid pad 3m ( see note)solvent weld cap thrust block BOLLARD DETAIL roadway box r 2" CTS polyethylene 3' riser section for 4' diameter property Y+�' tubing (PET) 200 psi ole'{�`'` manhole with marsh utouts r; line w! SS inserts at all t8" 4•stone y connections \y v direction of setting to be approved prior to installation 3' min.—►� 4F /i �%Y���:if.�ci`µ , �r✓ z ` cc T w�/ ' ? screw type le box adjustabvalve 36" min. as required x concrete ad 1'-W s 6' deep saddle with T min.rJ 5' P q' corporation stop 4 water main solid support blocks under custom setter location marker 36° min. cover location marker stone valve megalugged to mom i/ 2 min. - 6" max. ball valve curb stop with PJ 6 stone beddin g SS ° - g�°o° stone c°o>�rU ° °�;o°aon3ooa ° ., h °0°$°°�o°c�u° ° ^ "^ °"' � me alu $ +n';'^ a: "f�:. + C14-44 w/ inserts y <°o°a°�° - i:•,? ° ? ).- —me al ug CT both ends 1344-777 ( S) [ SS inserts]; with 2• and MIP plastic plug L .j. ':•.� *'"` - r-- ` ' k^ .,/ate 's,` s 4" stone w/ gate s,K' *' g st s ,Rt screw type valve operating nut " f t_ +`r »-�t " adjustable ' box NOTES: ' .="A; treated 2"x 4" with stone stone to be minimum of 6" above to of base p valve 6`�- 1. Access door shall be by Halliday Products top 6" painted green g 4 t„, ? • < __ r+• w- T >°� e a �s gs s locator marker or our approved equal: 4• pipe at 2.00 r stone a) in non -traffic area -model no. S1R303D are minimum rode g thrust block 18" to 24' egalug b) in traffic area - model no. H1 R2424 8 x 8"x 16' solid block w (for valves 12° and larger) 2- Water service crossing street: a) Encased in 6" diameter SCH40 PVC or SDR21 pipe. M ' Note: It top of main is The piping shall run from one foot beyond sidewalk, foot beyond greater than 15 ft deep iy across street, to one sidewalk. use heavy wall SDR 35 Note: this detail is also CUTOUT DETAIL b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter lox [wrap wire around ° ` k ; concrete cradle 9 to � p used for butte valves mechanical joint (typical)swivel corp. stop; wire to be taped to top of PET at 10 foot • . " of man is greater tee with intervals; come up Into meter box and terminate level than 15' deep 6• branch with angle ball valve). FIRE HYDRANT ASSEMBLY 1 1/2" and 2• METER INSTALLATION GRAVITY SEWER SERVICE LATERAL GATE VALVE Figure 8 Figure 6 Figure 14 Figure 7 finished grade R cast iron cleanout cap with brass / plug must be 8" from the top of the screw type adjustable box g° square concrete skid pad 20"x 20"x 6• deep cast iron cleanout cap with brass 0 VALCO, Inc ¢ plug having a countersunk square Fig. No. 71BOB ---*7) head Panella Model PA4SV-CSK (41 with lid marked •sEwEfr ISDR 21 - cleanout pipe bottom section of box (' brick base ' SDR 35 spigot by SDR 35 H SDR 21 gasketed '=;=-` :belt adapter e_ gasketed bell wye ,-;;,,.ti: •;,::::ram sanitary (see note)cy�` ` •-SDR 35 gasketed sewer main SDR 21- �` =jbel145' be nd \— 6" stone bedding NOTE :If top of sewer main is greaterthan 15 deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 i- z Z 71 W W W CD O ov z U C) O c¢n z CL Q U � U)W W 0-CL U) n LLJ 0- to � a w W o LLJ Of W W 0-1 E©©R t z o is .w. `_ 46 r � a_ L J U �i ZO � i�.w o th :. m Q a) o L!� vQ) a) (.0 ( U N ICU ct N E to l� CO M cv�a -J (Uj Cal 0 e•}�t 06 ui � W (0 (�O O j N C WIT U lh to 4--+ IW E I-- LL t�l N ui U •L °, _� U) 0 y� Qi .4.I r--� 0 to L'' 11' AA.. � • 1.1 J H t`-- V W 7 0 tY 0- r j W U G Cn Z O ft: Q 0 N 0 LLJ o F— U W a0 U 0 � L W 2 V) lti J U ~ Z 5 0 H O U C-3 O a-- z z W Y o z� w U _ to UJN D EREDERICK GO Ty PLAN" INC & DE`JELDPMEMT Atlantis Matrix TM / D-RaintankTM Typical Tank Inlet Outlet Design Inlet Pipe !on -corrosive hose clamp or :ape used to fasten liner to Apes to prevent backflt from entering structure. Jon -woven 2otypropylene ieotextite filter ?abric encasing attantis MatrixT" / )-Raintank - Outlet Pipe Non -corrosive hose clamp orC tape used to fasten liner to pipes to prevent backfil from entering structure. Geotextile fitter fabric encasing Atlantis Matrix- / D-Raintank-. Plan View 00 a7 a.) 17 \V> Side View Front View Atlantis D-Raintank TM Double Tank Module o Part No. 70005 - (W)408mm [16.06"]x (L)685mm [26.97 ] x (H)1310mm [51.57 ] 0 Maximum Recommended Load= 11.1t/m2 [34 psi] Volume--333.531 [$8.135 gallons] "Water Management for Life" 2.73 Modules = 1rn3 Atlantis MatrixTm D-Raintank Typical Parking Lot Design with Cleaning Point GEOGRID BI-AXLE ON RAVEL OR PERMEABLE I8G E07EX71LE ON SAND ATLAN77S D-RA/NTANK " CLEANING PORT WITH 7RAFnC WRAPPED IN NON -WOVEN BEARING VALVE CAP POLYPROPYLEN METALLIC U77UTY MARKERS GE07EX77LE F7L R FABRIC TALL CORNERS OF INSTALLA77ON PAVEMENT SURFACING TO MARK FOR U77LITY DETECTION PAVEMENT BASE o NDS-DURACAST CATCH BASIN AND GRATE 39' (i r) rt aA z 0 W N 1 WOK N I W C3 EXCAVATION LINE AND J IMPERMEABLE LINER WINE _ REQUIRED t [ OUTLET PIPE T01 EXIS77NG SYSTEM LEVELING COURSE OF AGGREGATE COMPACTED TO 959 MODIFIED PROCTOR DENSITY 12' MIN. (0.3 w) AN IMPERMEABLE LINER IS TO BE TO ALLOW SPACE INSTALLED BENEATH THE SYSTEM FOR PROPER COMPACTION L;L1l�L1C?_II�JtSIJU VAdw Nka �, "Water Management forLrfe" Aepth of Atlantis D-Raintank to be decided by Engineer, Tank Depths Available with Atlantis D-Raintank! Single Tank Height = 0.45m C17.72'3 Double Tank Height = 0.88m 134.65'1 Triple Tank Height = 1.31m C51.57'3 Quadruple Tank Height = 1,74m C68.50'1 Penta Tank Height = 2.17m C85.43'3 1/f SECTION CAST WON VH SECTION STM NOTES 21/j .'/i' 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. Lu4! to be 10'-!" lytq FOR DEPTH GREATER THAN 10' USE STANDARD cPel Oth Cosa - Tp/i. OU-u 2. THE 'H, OEHSION SHOWN ON THE STANDARDSANDSPECIFIED --- A 1 I ON THE PLANS WILL RE LICASIREB FROM THE NYERT OF THE DUVALL 11- CAST NON GALY. STEEL �1 0. plod POPE TO THE TOP OF THE STRUCTURE. PLAN 'W DIMENSIONS ME APPROXIMATE ONLY J+1 66 t N ' FOR ESTIMATING PURPOSES AD THE ACTUAL ONJE SMALL BE ElSY. THE C1ptldrW J b. a3.6 Ina. E CONDITIONS. &oCe PiD6 -"kv nc46rp Weld N 3. MEN SPECIFIED ON THE PLANS THE NYLRT IS ---- 4ys seta Ca (l $ TO SE SHAPED FI ACCOPONCE WITH STANDARD to cNa IS- THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL 70 THE SHAP94G 15 TO BE 14MLIDED IN THE END PRICE FOR THE STRUCTURE. Va` s F/i J 'VT" x a- a, INTHE EVENT THE INVERT OF THE OUTFALL SEAR LuR4 SI,W S,tor PPE IS HIGHER THANTHE BOTTOM OF THE coa+e<las STROCttRE THE NYERT OF' THE STRUCTURE SMALLSiRAPEA WITH CEMENT MOMAR TO OR FOCOST OF HATER PREVENT SIANC*ICSTRUCTURE. I`--�--� N THE 5TRG , THE COST OF ALL TALTOFURNISHING ALL TO SE N INCIDENTAL IN T TO ME SHAPING IS SE INCLUDEDN THE9D MET D � PRICE FOR THE STRUCTURE. FOR THE RU SECTION B-B 5. STEPS ME TO BE PROVIDED WHEN H IS 4'-0- OR GREATER. FOR DETALS SEE STADARD ST-1. DIMENSIONS FOR COLLAR DETAIL 6, THIS ITEM MAY BE PRECAST OR CAST-N-PLACE. CAST NON ONLY 7. • a SMOOTH DOWELS AT A-MXWATOLY H2^ C-C TO BE RACED N ALL AREAS ADJACENT --j D r.6- TO ABUTTING CONCRETE TD PREVENT SETTLEMENT.N aFowELsATAM RO NOTCHMAr BE PROWDEo. 5EE sTMQ1AADT•19-3.4 FOR ALTERNATE DESIGN. ki� ,: 6. 3- pAETFR WEEP 71 WITH 1YNY2- PLASTIC 0TH'/.' MEOR GKYANTEU STEEL HERE WHIMUM WRE DIAMETER PDT' MASER a MESH HARDWARE CLOTH ANCHORED 0000000000000o {66,W76 a C �T C FIRMLY TO THE OUTSOE OF THE STRUCTURE. E C �. F8 x 6" wdU 00000000000000 �.• R-CtieT N PLACE CONCRETE S TO OE PASS A3 2N.- t(j'uU `(j' �jU�{ U tjt' (30DO P9). PRECAST CONCRETE IS TO BE �'•H Roy • � HOMES S A000 PS. AGE A o0000000000000 >Q. �TINGTT ALTERNATE APPRROPATHE [ER MAY - STA0ST111 WED FOR THE CAST ROM LAGS AS SHOWN"HEREON, SECTION A -A CONCRETE QUANTITIES FOR MIN. DEPTH 12- eawete PIP. - tAAo Cu_ rdL CprtTses SECTION C-C SECTION D-D t5^ <oPa*to pps • 1 We Cu To, Ca-ste W. e.*te Pp. - 1.620 Cu YdA. Car et. 24' con N Nos - 11.80 Cu. Ydf. Concrete GRATE DETAIL Add 0..69 C" Yda. Pro oQdUmclloot of depth. APPROXIMATE *EIGHT G1o1s 363 ± IS Es STANDARD DROP INLET 12" - 24" PIPE: MAXIMUM DEPTH (H) 10' 233 YI4.O1 YPGM DEPARTMENT OF TRANSPORTATION 302 OI.2".2C SIDEWALK. OR PROPOSED GILV. trJJ,f-,lam-r/: E SDEWAEIL SEE NOTE 8 6'B- LONaG i' oAcv 3 -Y GILY. tIC6xT2 e II'. c tc Di - D i- . WELDED C-C DNTs - TYPICAL BARCC Q' V, BARS C-C L -E SECTION B-B COLLAR ' T 1' - 2.01 •-r A BARS A' L 2Yt'X2Vz'>11/•• L-VAp4BLE-PAIL 20• I GALv. - 6" .O'-'•I = CALM. MC'6x12 CA.VIM21M MC 6 x t2 ^il � o �4 "• • • SECTION O-D SIMIS EC 2^ GALY. 3' d14ETER RIt 13 B E 06' ARS 9-1 C WELD ALL WEEP HOLE. SEE MOTE S _ YC67D2 SUO SEAR SECTION C-C CONNECTOR TG COLLAR. FRONT ELEVATION aDECREASE To r WHEN MET s USED SECTION E E WZA WWm MEDIN"M RAMPED GUTTER APPROACH WTFER -1 i , 1 t - i n 1 N H �yoM BARS A•T 5^zvs' cAi�ia 2E�-xv4• 1 i 1 1 SEE NOTE 6. SENT ttA �' ♦-s.G $'BAR$ A - FOR USE ON GRADE" _� • ;/- I�srRD �" IT -CC CTOL OIL-2C f --`l SAM; I ROM • rC-C. TYPE A TYPE B ' 1 sSEE NOTE s NOSE DETAILS NEON 1 1 F� TYPE A NOSE DETAL SMALL BE USED *IT" CG•7 STMDAD. I 1 TYPE B MOM DETAIL SHALL 6E USED WITH CC-6 STADAD. GALVANQED PLATE Fop TYPE A TO BE ON AM A W FOR USE N SAGS SECTION A -A OF Sa' NO IS TO BE ANCHORED r17N y'Xi• STUo BOTH SIDES TO SE SrWEtRCAL FOR STEP DETAILS SEE STOL ST-t SHEAR CONNECTORS WELDED TO RENT PLATE AT rC-C. �'E� 10` 2 STANDARD CURB .DROP INLET s�T'D" 2NCE 4" PIPE= MAXIMUM DEPTH (H) - 9' 233 10A' 03 vixa" orpmni"r OF 7RAA6FORTATIp1 302 real II��C•��� ll' ram» • �� 0+0.50 REMOVE EX INLET Ex 1 0+20.50 DI-2C TOP =707.6E & REPLACE W/ MH TOP f INV. ;IN=702.25 (8") iNV. IN=741.95 � INV. IN=704.58 (15") EX. TOP=705.65 PROP TOP=705.30 715 -- 0+11.50 DI-3C 1A TOP=705.35 INV. IN=702.10 INV. OUT= 702.00 710 I•- `If- REMOVE EX. 705j ; CULVERT • D � 0.50 18" RCP CLIII 700 06 00 695 II Z z;_ 0._. Oa. Z`?C z Z X X - Q+ 00 t00 te 00 o r- oil 0 to ZAD�, @ CL t � � I 2' MiN 98' i COVER i 7 ' I RAIN TANK SWM SYSTEM ®0.50 3 4 , > CL IH i LEANOUT 1 TRIPLE TANK :UNITS @ Y•50 A0, {15" CPP44 UNITSLINGCP i 6 11 UNITS :WIDE 0.50 % � + , I 5AA ; 39'-1'15" CPI? i t ,! r•7 00 •3_____..�..��:. __.. A MANUFACTURES REPRESENTATIVE iS REQUIRED TO BE ON SITE TO OVER SEE THE INSTALLATION OF THE RAIN TANK SYSTEM. J Q w 0 w w v) J J w v 5 N 0:� ��:00 Z� II ZOO 715 �__ �- » o Q ozzm T PROP GRADE Q CL-�"- 710 705 @ i t 129' GRAPHIC SCALD' so' 25' o' 50' !oo' 1 /HIGH = 50 ft. HOR/2 1 !HIGH = 5 ft. VERT. AN OPAQUE BOARD FENCE IS REQUIRED WHERE THE GEOWEB WALL HEIGHT EXCEEDS 30 INCHES, THE CONTRACTOR MAY SUBSTITUTE AN ALTERNATE DESIGN MEETING THE BUILDING CODE REQUIREMENTS. RETAINING WALL DETAIL t e{;,.,,,,+r 9•szs.AatFsrr�AF�.rx.�aaam�ssa+vro�Ae�RF.�Axr�rT�m,-,s.Dr T. i f;l•Pi ': 1: Lam.: i`-' '�'L'lc ('. 6r ' ��l.f 4'r! 14 t4s"�m+ 4 r ; }� --t+.1 'v�"k.`A 7�qq-*si rE k,t r.'uy"N._.+PF1c.P'T E 4Z: •1^1 b... 9. �'7 ,I'fF'-41 �i � .,,).Fnl l'sf3#i"4! II •W • • • I t z � z 0 Z U W W Z O ?� N = d }' W 0 U � Q t. FREDERICK COUNTY NTY PLANNINDEVELIG & - OPMFNT gilllbe>r>t w. cliffffolyd & associates a division of Patton Harris Rust & Associates, pc Engineers. Surveyors. Planners. Landscape Architects. May 12, 2005 Candice Perkins Frederick County Planning 107 N. Kent Street Winchester, VA 22601 RE: Burlington Inn & Suites Dear Candice, The building size has been adjusted slightly by the architect. We've revised the site PlkPk-+A plan accordingly. I've enclosed two copies of revised sheet 2 for your reference. If you have questions, please give me a call. CORPORATE: Regards, Chantilly VIRGINIA OFFICES: & AlON HARRIS RUST & ASSOCIATES, pc Chantilly Bridgewater Fredericksburg Leesburg Richmond Virginia Beach Ronald A. Mislowsky, P.E., VP Winchester Woodbridge LABORATORIES: Chantilly Fredericksburg MARYLAND OFFICES: Baltimore Columbia Frederick Germantown Hollywood NEST VIRGINIA OFFICE: Martinsburg T 540.667-2r-1-39— ;--- F 54`0.6L6�5.093 IC 1 t7[E-77iccP��adilly Street Wl%ehester, VA 22`601 Ay 2 200' FREDE-M ,< (I i i I ! i I 1 I I 1 64A-_" 214 ? i E4A-((2j)_.. J I 64.- ((2))-2 Cr + ; S <J i r �;A I J'r`,EC! IGLA JANE BAhR RCY L& SARA DEED 01000004 DT3 95 41108 DB 329456 Z0 E: i ZONE: ZO N F-: RP c,._E: RESIDENTIAL USE: I .� � I UST: RESIDENTIAL USE: RESIDENTIAL AREA -- 20,000 S.E � � m i AREA. -- 16, 000 S. F, i ,AREA - 20,000 S. F. 5� I 1 ' 1 oo OC'' 3' OPAQUE o I' 0a qg RETAINING WALL BOARD FENCE `' o DUMPSTER (SEE DETAILS) :� N N ENCLOSURE X X X X X X X TYPE: 01-2, L=6' 4 M 20.00' ++ 25' INACTIVE BUF CG- TWO WAY 1 1Q o o TRAFFIC AHEAD cu r . 1 t LIF,_L. C: ~� DO NOT ENTER 2�ACTIVE B FER IRE SLANE 4.` , i 51 ) 1 r Cep p rt 4i �srs�•z•„�, 8. 1 A DB REST URANTIF ?..:; �.-�- ______._•__ _ _ o+ MEET NG l7MS 0 6,00 a - THIS ITY 20,00` 24.0 20.00' l .831 �; /{• h o =' !i p al „ q, L 20.00' -•M. r '� 4 12.00TYf' 7 {' WATER 6 T-"' I, _ _.. __.LINE D8 5491403 o. OP�`F-: 2 � 3 TYPE: DRAINAGE CE - R w, N T� I SUITES r m a- 2 (SEE DETAIL ) � : , � a USE: CO3,,,jk4FRC/A' HOTEL i v a_-....-y.,Ti: - ' EA F ELEV,=711.25 J I -I� ,y4ry 70 .OQMS f La CV I i. (C) . I I 1, ; 1_"1'0 Lj ,00 �IjAF_ 3A0' .it-, �.S.E...- �� o y r Lf to Il . , �1 ,CO �� I,I I � a ' m-- -.� e fl �i U I' tI ^ ---- -. - E to > o.oa' 24.00' laaa�'. OBEY � � 7 _ > 20 w Ji t Jr .f7' (� 86.00.-�. ) i CONC S/W - LE MOUNTED HANDICAP PARf�i1( - S NS INSTALLED PER VIRGINIA Ln `� s S ATE-E RODE SECTION - -'99.1 i JA't I I .4 i! IN TAN1< a _ - ( HREE""REQUIRED) .,t7:. li VYM SYSTEM .I EE DETAILS E, U' CIS `f }I s ,I- SHOULD PARCEL 64A-4-7 BE DEVELOPED AND - �oo - NOT BE ABLE TO MEET REQUIRED ENTRANCE Q>w _ '; I F.D.C. SPACING TO GAIN INDEPENDENT ACCESS TO EX Y " I RTE. 50, AN ACCESS EASEMENT WILL BE Q - ° a~ (- PROVIDED THROUGH PARCEL 64A-4-8. SHOULD 5 RROA� CCl ' A MAINTENANCE AND USE AGREEMENT BE l - RATIFIED BY BOTH OWNERS. 0 1-1 TYPE. 01-1 i C' a RIGHT TURN ONLY w 20 WA Q.� ttl EASEMEN w sy [L 10.00' o cn TIP: cv �RITARE $ERV�CE o ti 1 8"x6" TEE `^s 146 o R' ;' w kU ro 1 FH ASS'Y TYPE: DI-2, L=6' y 36 - CG-6 1 CG- 6 v, ` Uri U 2" METER REMOVE EX. CULVERT �DO5' PARKING SETBACK a /�i ' , RELOCATE EX. DI - - STRUCTURE o o V o v _ T: # ' 1. r,- CG_ r o 1 A oCi1 - ►Y In ' INV=703.44 '"UUN SMH RIM HIGH= 706.36 RIM LOW=705.89 INV 8"PVC OUT=699.15 REMOVE EX. DI RIM= 705.65 STRUCTURE EX ' i INV lN=701.95 REPLACE W/ MH TOP f INV OUT=701.35 ADJUST RIM ELEV. TO MATCH PVMT ; GRADE=705.30 (EST) I TRIP GENERATION ITE, 6THEDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 394 T.P.D. Zi I RIM= 705.61 INV N/A 1-90' BEND 1-FH ASS'Y 9.00, 1-8%6" TEE 1-6" VALVE 1-6' REDUCER I I I I I I A RL.EE E1\4 1 L__I "RISES LC C)EED 03001111 19 Z ONE: B2 USE: COMMERCIAL ; R,'-A - 30,000 S.E. n" -14n CA 21B :OMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale U.S. IROUTE 50 SAWCUT EDGE PROVIDE TACKCOAT MILL 6 zl l J2P JOINT -� 1.5" SM12.5A 3" BM25.0 /- 8" VDOT 218 - WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale O �2?� z I 14' 3.38' c~i7 2' 12' I 1A 1 :1 d" EX. EDGE OF I PAVEMENT CURB / VDOT CG-7 1 1 /2" SM 1 .5A 'CROSS SLOPE-- 114"1' 6° BM 25.0 OR MATCH EXISTING 8. 21 B EXTEND 219 WELI COMPACTED SUBGRADE 1 BEYOND BACK OF CURB U. SR ROUTE 549 W/DENING SUPPORT POLE AS NECESSARY DURING CONST. 15' TEMP GRADING ESMT REQ'D RELOCATE SIGN BEHIND CURB ADJUST AS 272' TO PURDUE DR. 8"x8" TAPPING MAIL BOX TO BE REMOVED NECESSARY 4" SEWER LATERAL. SLEEVE AND VALVE TAP BY FCSA BY FCSA 400'+ SITE DISTANCE 400'+ SITE DISTANCE (35 EYE TO 3.5'OBJECT) (35 EYE TO 3.5'OBJECT) CG- RELOCATE AS NEEDED SANI TARP CLEANOU T v1 NOTES: 1. TMS ITEM MAY BE PRECAST OR CAST IN PLACE. i. CGNUKTE To BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBFIATON CURB M CUTTER HAVEIG A RADIUS Or 3W FEET OR LESS (ALONG FACE Or CIRRI SHALL BE PAID FOR AS RADIAL CO4�AATION CURB L GUTTER. 4•FOR USE WITH STABILIZED OPEN -GRADED OR/MAGE LA tK BOTTOM OF IK CURB NW CUTTER BE CONSTRICTED PNIALLEL TO TK SL SUBBASE COURSES NND TO TIE DEPTH di 71E PAVEAETI7, 5. THIS CURB WY BE U%O WHEN DES" SPEED ES NO MPH OR LESS OR 2. R LESS N DEVELOPED LHt"AYSMAi i S VI MAN AREAS F THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CC-7 IS KOUARED. r ° W r.r D. � D r - • •,• '. .,ems n- y� THE BOTTOM OF TK CLRD NO CUTTER MAY BE CONS7RUCTEO PNRNIEI TO TK SLOPE OF SUBBASE DEPTH F PROVRIEO A INHM DEPTH OF 7' IS MAINTAINED. IN5 AREA MAY K CpNCpE TE AT THE OPTgM OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER IDS SOI VIRGINIA OEPARTMEAT OF TRANSPORTATION iDLD3 INSERTABLE SHEET A59 r ICU IDHE s CQ•3 NM _ cG-rs A a•2 rs �. t-o- r-c• TIOR 70.�01 6' 124 MM r Na Ds r LOAD v 2a 1JDRT • Poll c ¢ SECTION A -A Ion MAXIAN Now B r 8 -SE TION B-B TEO OOESS A.'S It1110/G Y r�ArpC,>u.�Ilfr�Srwa BE MIOMO[D. 3 JY v v VI TANGENT PLAN n wJK� n Cg11 " + TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITH CROSSWALK TYPE A (PERPE AR) AP AT (WITH BUFFER STRIP) + ALTERATIONST16 oE9a1�rO�sEpu arQFPpfti wRrREND affiyw It OCLM A-4 IF NDIEi� COIi�TIKICTCM. bHF�xA[SYgFAO-�I K�T1Q�11AET1diRLppR �y OK L CIA,a[ A�IIAMq T AIL WITH OP TIC ED 004E ornh E � Wa K 95W AL MWTNr � PIWAL 0 IIArwAE .HRH TM/�QTyU,g�CAt'ED Q�(JL l�1C�YplyMN�p - Z(CttC� /I[CMT M NIP 91MAfLAGISAXSMQIpi FLAROYTSWII !E A 7 DETJAT O DOME CONIIMOT/IO MEORA RTRR 11E AWAC(MT lUlf E. Rrr M YE S rm MOMamrxLV RIM MW no" aR or uSNO RVA"SKE Ili- C•C TROMCATW DOC 4. Cf RA,► � * s /fit d�D �iN�� e�ArD��K pe:ST w'PLKEp N�i4xM0mr oP`iOE° cVOOPAST iEnEY6rt0qcP EusT earlCKi[ °suun'"°aJSi A.. .0 0 0 0 0 0 0 0 a nOOR &TO w j x � T TE T ►h- x 4 WIN SOE9 OF M RrP 0 0 0 0 0 00 0000000 a0/M/tIM MO /METER SLOPE INANITY$ ADJACENT To CUIB RAINS ANC NGLUOM S PAYMENT 0000000000000 AO�I• e'= o o e o o e o 0000000 Ir 2 T �� T nIr1T"s 3T AWE a%L wo Taalsa wobenlu a TeEs srwoAlo rs 0 0 0 a 0 0 0 0 0 0 0 a 0 0 a Cm RIGS ARE To a a M /Era OR As MMEO R THE EAIwm THEY ARE TO 0 0 0 0 0 0 0 6000000 Y AT A All 13 NRi1T OF WAS A MOIRAY Y 0000006000000 �a A tr 000000000000a si TIT w c�rD Au A rAc r �� O HET" MS 0 0 0 0 0 0 0 0 0 0 0 0 KrEp REf67 PdUlOKS aEtOfO w0 M� Or � VAV W 0. M UEFf d TK MODSR'IaNE NIDEMFW. iC710Mf RROVE@ TwLT IK CVIM OPID" ,t hAYO WrIMM;DETECT E WARNING 10. K'qinrtsO or " 15ICAA= Ht�wiRwc�'�i"RwK FIG C[WITIMMOCCOMFx�Oi AEuwu Aann SHOULD AWOMMM09 �wREAsta CG-12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION ,IDS zas.oa MsoNA oaARTI♦Mr or TRATYORTATgM A "'I SURFACHO AS MAINLINE tRAOUS TO ME AS I ROADWAY SNDrS ON PLAHS>' C C (RAORI' TOAs / m s/aWN ON PLANSI auRe AHD W77C 11 V. ttAss A3SIDEWALK CONCRETE oP1lONAL B- �-1=� EXPANSION JOINT 1 EKpom" 1s AORT SECTION C-C NOTE: WIDTH -a- 2•-0- pl A5 �' MNHLIK RWDRAr SHOWN DH TYPICAL SEc"O'L A--) PLAN VIEW 0 CONSTRUCT GRADE CHRNOES WITH A PARABOLIC CURVE- HAINEN K E AMCE A ACCOMMODATEI 7 HTNI REM ANTICIPATED KART ® ID'PARABQIC CURVE T S OF T S ME EO iK lRl/NG RCGNIKMEA INtI1C1r TRAFFIC EK DEPTH FOR SIDEWALK •CURB RAPS VAT 1K LM75 OF THE RJpSgIllb DE OF SH EOCE DIADER Ca a�ptF () � E " INCREASED TO 7'. OPTIONAL EME " ® - - - D IS OOi P"GACTSS' i'LCASESE T untnE ROAOWAr -- - - - - - -- - - -'-- - M CO CONJUNCTION INIITHH VVO-11 NOTE THE FOI.LOWIH4 0 SLOPE S7M[7 ��� D ** MILE( PAVEMENT 4W.E BE CpbiRUCTED .O'IW, Fb OR 1 To TK RAW ESE IEXrAPT ANY SUDCRADE STABL¢AT10N REOURED rook MAINLINEOESWABI.E TOR COLNE PAVEEIDNT WHICH CAN BEOMITTEDIN ENTRANCE THE EHIRANCE.H SECTION A - A ® RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGED Me T BEYONDTHHE R/W IL 1OETEXCEPTCONSTRUCTED FOR REPLACEMENT PURPOSES. WKH USCO N COMASCNOH MTN STANDARD CC -3 OR CC-7. THE CURB FACE ON THIS ENTRANCE VOLUME DESIRABLE MAXIMUM ST AAOAID IS To BE ADJUSTED TO MATCH THE MOUNTABLE CURB COHI'IEARAt"L NIGH IVORE TWA 1500 VPOH O x 3 x SEE STANDARD CG-t2 FOR CURB RAW MS" MEOW I500-1500 VPDI 53 1 IS 7L TO BE USED WITH THIS STANDARD. LOW (LESS THAN SOO VPD) 5 6 x B x * w FLpW{IHE is St 70 ATE WHEN vROVIDE POSTAE ORAMMA(;EE, AC`RROWSES THE ENrRANCE. POPORTp1N pF pJtt[R i0 P�EWPOWMC Or WATER. SPEcMA710N METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS Sot AND COMMERCIAL ENTRANCES REv, 7AOI "Go" DEPARTMENT or TRIi1SPORTATgM 203.01 PURDUE DRI VE SR 796 Ali i I RELOCATE TELE. j PIED. BEHIND CURB-v ►�J 200.00' r 10,00' 1 TURN LANE SMH RIM HIGH=706.47 RIM LOW=705.65 INV 8"PVC IN=697.35 INV 8"PVC OUT=697.33 STR. INV=697.32 U.S. ROUTE 50 (MILLWOOD PIKE) GRAPH/CS04LE SPEED LIMIT 35 MPH - AD T ) 9, 000 20 '° ° 20 40 R/W VARIES ( /N FEET 1 inch = 20 ft. FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the fire Marshall to ensure these requirements are satisfied. Culvert Summary ``- CROSS HATCHED STRIPING. 8" SOLID WHITE LINE 10' ON CENTER. 4" SOLID WHITE LINE. NOTE: ALL STRIPING TO BE TYPE B CLASS 1. Culvert Inv. In Inv. Out L(ft) D(in.) 1 702.07 701.95 24 15 2 705.60 705.37 46 15 4 706.52 706.03 98 15 5 704.42 704.40 4 15 6 704.65 704.62 6 15 7 705.50 704.85 129 15 All CPP Culverts to be Grumpler Smooth Core or equivalent S(%) 0.50 0.51 0.50 0.50 0.50 0.50 0 Type RCP CPP CPP CPP CPP CPP PROJECT SUMMARY TAX IDENTIFICATION NUMBER 64A-((4))-8, 9 EXISTING PARCEL AREA 1.38 ACRES DEVELOPED PARCEL AREA 1.38 ACRES ZONING B2 ADDRESS MILLWOOD PIKE CURRENT USE VACANT PROPOSED USE HOTEL DISTURBED AREA 1.5 ACRES SETBACKS REQUIRED PROVIDED FRONT 50, 409.74' SIDE N/A 25.00' REAR N/A 202.66' PARKING 5' 22.86' BUILDING HEIGHT 60' (MAX.) 50'(+/-) GROUND FLOOR AREA 9,773 SQ.FT. NUMBER OF STORIES 4 FAR ALLOWED 1 FAR PROVIDED 0.65 MINIMUM LANDSCAPED AREA 0.21 AC. (15%) LANDSCAPED AREA PROVIDED 0.40 AC. (29.0%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/ROOM) 70 70 HANDICAP SPACES 3 3 TOTAL SPACES PROVIDED 0 73 LOADING SPACES 2 2 PARKING LANDSCAPING PAVEMENT AREA 31,507 S.F. PAVEMENT TREES REQUIRED 15.8 ®1 /2000 SO. FT. PAVEMENT TREES PROVIDED 16 INTERIOR TREES REQUIRED 7.2 INTERIOR TREES PROVIDED 7 TOTAL TREES REQUIRED 22.8 TOTAL TREES PROVIDED 23 PARKING LOT LANDSCAPING REQ'D. 1,575 SO. Ff. 5% PARKING LOT LANDSCAPING PROVIDED 1,600 SQ.Ff.(+/-) 0 5% NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL UTILITIES TO BE PLACED UNDERGROUND 6.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 7. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 8.SIGNS SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP, LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 9. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND WITH USE GROUP R-1(HOTEL / MOTEL) UNDER SECTION 310 OF THE APPLIES IS THE 0 E INTERNATIONAL BUILDING C 2000. OTHER CODE THAT A D / CABO A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 10.NO OUTDOOR STORAGE PROPOSED. 11, FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 13. THIS BUILDING SHALL BE PROTECTED BY A FIRE SUPPRESSION SYSTEM IN ACCORDANCE TO SECTION 903.2.1.2 OF THE IBC. 14. THIS BUILDING SHALL COMPLY WITH THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE ETC..) 15. ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO MIN, EXTERIOR LANDING. 50% OF ENTRANCES SHALL BE ACCESSIBLE. 16.ALL OUTDOOR LIGHTING SHOULD BE SHOEBOX TYPE TO PREVENT LIGHT POLLUTION TO APPROACHING OR DEPARTING AIRCRAFT. 17. TWENTY-FOUR HOURS PRIOR TO ALL CRANE OPERATIONS, COORDINATION MUST BE MADE WITH DAVID FOLEY, WINCHESTER AIRPORT OPERATIONS SUPERVISOR, 540 6625 - 786 IN ORDER TO EN SURE COORDINATION N WITH THE DULLES APPROACH CENTER. DEPENDING ON THE HEIGHT OF THE CRANE DURING OPERATIONS, THE OPERATOR MAY BE REQUIRED TO FLAG IT WITH AN AVIATION OBSTRUCTION FLAG OR TO TAKE OTHER SAFETY MEASURES IN ACCORDANCE WITH FEDERAL AVIATION ADMINISTRATION POLICIES. 18. DUE TO THE CLOSE PROXIMITY TO THE FLIGHT PATH OF THE AIRPORT, THE OWNER SHOULD BE AWARE OF THE AIRPORT'S EXISTENCE AND FOREWARNED ABOUT AIRCRAFT NOISE AND FLY -OVER NUISANCE FROM AIRCRAFT THAT COULD POSSIBLY IMPACT TRIER BUSINESS. OWNER SHOULD CONSIDER INCLUDING NOISE N F THE BUILDING. ATTENUATION IN THE CONSTRUCTIO 0 19. DEMOLITION PERMIT AND ASBESTOS INSPECTION PRIOR TO ISSUUANCE IS REQUIRED TO REMOVE THE EXISTING STRUCTURES. SECTION 112.1.4 VIISBC. rffff�l�fs♦// • r •. //••ffffffl U U)0 ° Q N N: > • r•-I a1 U 5 in cn W (� L U) co 7 z W O M< m CD w � � -V a) L_ N Q N z O O O O Crd N C c� a ¢ H -0 _� 0, m � w w iR Q p v� CV 0 � CD CD � v o ¢ ¢ U �- ca a L_ r- LO Lj w � O' W j V) (0 COOL w w > � � C1 �i.Q ++ cll ca O O �w C:!)o N y c W cn w w j C I- _ IO F- LL w > > C,}� Rs -L 0 • L ai RS O c 05 Z (ll O (1) • a� LEGEND AN PARKING SPACES (NUMBER) - - - - - - - - - - - - - - - PROPOSED CURB &CUTTER --------------- PROPOSED CURB & REVERSE GUTTER - - - - - - - - - - - - TRANSITION BETWEEN REGULAR & REVERSE CURB - - - - - - - - - PROPOSED STANDARD PAVED AREA (8- 21B/2' SM 12.5A) - - - - - - PROPOSED HEAVY DUTY PAVED ARNO' 218/3' BM-25.0/1.5- SM-12.5A)- - PROPOSED CONCRETE AREA - - - - - - - - - - - - - - - - PROPOSED GRASS AREA ----- -- -------- - PROPOSED EASEMENT AREA - - - - - - - - - - - - - - - - ZONINGBOUNDARY------------ --- --- - ZB nLIfYPEDESTALS------------ - - - - -- - EXISTING STORM DRAINAGE & STRUCTURE - - - - - - - - - - - PROPOSED STORM DRAINAGE & STRUCTURE - - - - - - - - - - - PROPOSED WATER MAIN - - - - - - - - - - - - - - - - - --o� EXISTING WATER MAIN- - - - - - --- - - - - -- IIRUN PROPOSED ARE HYDRANT ---------------- v IN V T PROPOSED CATE VALVE & BOX - - - - - - - - - - - - - - - W t - I I EXISTING SAN. SEWER AND MANHOLE - - - - - - - - - - - - PROPOSED SAN. SEWER AND MANHOLE - - - - - - - - - - - - --1v 9 a •- f - I� PROPOSED UNDERGROUND ELECTRIC SERVICE - - - - - - - - - - E E� PROPOSED UNDERGROUND TELEPHONE SERVICE - - - - - - - - - - T I ! PROPOSED GAS SERVICE - - - - - - - - - - - - - - - - - G �Storm Structure Summary No. Inv. In Inv. Out 702.27 702.07 2 705.80 705.60 3 706.03 705.83 4 - 706.52 5 704.62 704.42 6 704.85 704.65 7 -- 705.50 H STR top to Cul out Top Elv. Type Throat INV (ft.) H(req'd) 708.10 DI-2C 6 6.03 3.75 709.84 MH - - -- 709.75 DI-1 - 3.92 2.50 710.27 DI-2C 6 3.75 3.75 708.92 MH - - - 708.80 DI-1 - 4.15 2.50 709.10 DI-1 - 3.60 2.50 Z Z U W O O 0 CID Q N 0 W W �N O m F- 04 W 1W-O ¢ W W o H z O `tU v �fJ'f z Z Y ZQ w 3 W -N _ U LL_ V- ! I I 64A--1 (2))--4 {Liji 64A--((2 j)-_3 DEED 060u6D64 i DLB 954116817 ZONE: R? i L�j " i ZONE: R, P USE: RESIDENTIAL ! USE: RESIDENTIAL =A r_A � D, V J i% �. i- . AREA 16, 000 r !1 ;/ I �0I!I ' �• �� `ram ,� �;�r JAL ,� !I�\{J(���t� I o - 1 oo ,(`' 3' OPAQUE v 411"11 �f) 'I 7 1! Ci I!0L-A S M. IVI AI \ 1 - D3 5 49 /403 ZONE: 92 E . r ,I -- ^ I US'- - (,OA U. L- UiAI ARE 30, 000 S. r . _T_ L SHOULD PARCEL 64A-4-7 BE DEVELOPED AND NOT BE ABLE TO MEET REQUIRED ENTRANCE SPACING TO GAIN INDEPENDENT ACCESS TO EX. RTE. 50, AN ACCESS EASEMENT WILL BE PROVIDED THROUGH PARCEL 64A-4-8. SHOULD A MAINTENANCE AND USE AGREEMENT BE RATIFIED BY BOTH OWNERS. N - ve SMH RIM HIGH= 706.36 RIM LOW= 705.89 INV 8"PVC OUT=699.15 i _ 64A--((2))-2 _ I OY �. & �5,A A � ,SAIE BARR DE 3291456 ZONE: RF) USE: RESIDENTIAL AREA = 20,000 S. I { S 6 3`06'0 ?" E 200. uv' I --- 1 UCH. FRET`AI�ING WALL BARD FENCE `~ I? DUMPSTER (SEE DETAILS) N N ENCLOSURE X X X X X TYPE: DI-2,�L�6'M20.00' 25' INACTIVE a' CG- 1,1 R)t', o o S OD o 1 .. Rl 25-' ACTIVE B FER Q °ate -� a , IRE;'LANE -- ai . V • c. n . \ n a p I s< rr 8' 1-90' BEND 1-FH ASS'Y 9.00 t\ l Tn- i2EST GRANT 0 6.00 F a► MEET NIF G OMS Jr i - _ ' wl _._. _. THIS _ � ITV - 20.00' I 24.0 20.00' 1 .83'j o .00 - j'• ri 20.00' 7 i r �sxLINE 6 Wyk. 10 T Q. «j, 3 =N' TES n. ,r TYPE: DRAINAGE cEL - P I.�RL.I NG'� S U I Q'' ' (SEE DETAIL) N €' HOTEL H U O AREA t� 0 F ELEV.-711.25 LD 70 -,ROOMS C) =x - 1, ,I I' ll {'10<t I .00 3.00, I o J 1p J ,CD8.5 o.00' 24.00' >o.ob+ „ , > 20 OBBY } 5 .67' 1f y f _. I _ ____-_j; _ H 5 th PEE MOI NTED;._HANDJCAP_. PARkikG` f it S KS,_(NStALLED PER VIRGINIA ' o' CO 1 Ir -S ATt;,60DE SE£TION = £=99:1,�.. ,.._ . AIN 'rArvK ( HREE REQUIRED) ; i o - ,} WM SYSTEM o: - EE DETAILS 1 rty as I• .. d. AT I} ill 12 ' II 03 LAJ 06 M OD _ it i r ROUE M CQ Dt- T 6�v � • 0` _J..- R ._ 1-8"x6" TEE -C7 1-6" VALVE TYPE: DAL-i �, z`, L,, 1-6" REDUCER ,--I CD RIGHT TURN ONLY 20 WA k i d aIq EASEMEN Fw - a= U1 A9 0 10,00' a 6" FIRE; SEE�VICE o TYP, --, to w 3t I- 1--8"x6" TEE i ai I `' 36, r . 1 FH ASS'Y TYPE: DI-2, L=6' - --CG-6 '� Lo 1 CG-6 L7 , (�,:_ 0 2" METER (U �.'`,, 1 GL. ,� vLl ^I REMOVE EX. CULVERT 5' PARKING SETBACK i TAI a 00. 0 RELOAND 2'CATEAif' EX. DI f' - ----- STRUCTURE ` j �- 7T fir: C o I 1 A cc- 11 W� -- - - __. INV= 703.44 r I CON C. - - -- ---- - - - ------ - CONC. REMOVE EX. DI RiM=705.65 STRUCTURE EX INV IN=701.95 REPLACE W/ MH TOP j i 1 INV OUT=701.35 ADJUST RIM ELEV. TO MATCH PVMT I� GRADE=705.30 (EST) I TRIP GENERATION ITE, 6THIEDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 394 T.P.D. 6 RIM= 705.61 INV N/A 11 �j1/?t._EE EI�,11 E �'R1,5 S LC DEED 030011119 ZONE: 32 USE: C\OM iERCI AL R'_A = 30, 000 S. r . n• r,nnu 21B :OMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale U.S. ROUTE 50 SAWCUT EDGE PROVIDE TACKCOAT MILL & xl 1120 JOINT-\ 1.5" SM12.5A 3" BM25.0 r- 8" VDOT 218 WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale /i z I 14' aja, c~iA 2' A� EX. EDGE OF PAVEMENT/CURB TOT CG-7 1 1 /2" SM 1 .5A 'CROSS SLOP£= 1/4 "1 ' 6" BM 25.0 OR MATCH EXISTING 8° 21 B EXTEND 219 WELL COMPACTED SU90RAVE 1 FT BEYOND BACK OF CURB U. SA ROUTE 50 WIDENING SUPPORT POLE AS NECESSARY DURING CONST. 15' TEMP GRADING ESMT REQ'D RELOCATE SIGN / BEHIND CURB ADJUST AS -) 272' TO PURDUE DR. g"x8" TAPPING MAIL BOX TO BE REMOVED NECESSARY 4" SEWER LATERAL. SLEEVE AND VALVE TAP BY FCSA BY FCSA 400'+ SITE DISTANCE 400'+ SiTE DISTANCE No (3.5' EYE TO 3.5'OBJECT) (3.5' EYE TO 3.5'OBJECT) RELOCATE AS NEEDED SANi TARP CLEANOU T i I 1 i� 0 NOTES: 1. TN$ ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO DE CLASS A3 F CAST N PLACE, 4000 P9 F PRECAST. ]. COMBINATION WE 4. GUTTER HAVING A RADIUS OF 300 FEET OR LESS !ALONG FACE Or CLAW SMALL BE PAO FOR AS RADA. COUMATION CURB L (HITTER. 4.FORUSE iLTH STABEREO OPM-CRA"D OR/RHAOE LAYER THE BOTTOM aE TIE Cm AD CRITTER BE CONSTF&TEO PMKLEL TO THE SL SUBBASE COURSES AND TO THE Of IN OF THE PAVEMENT, S. THIS CURBMAYBE USED 'RHEH DESIGN SPEED S LO MPH OR LESS ON RURAL HBCNMAY3 AID 45 MPH OR a- r 14 LESS IN DEVELOPED UNMAN L SUSLMAN AREAS. FHE THESE DESIGN SPEEOS ARC EXCEEDED STANDARD CC-7 IS MUM. D' • 6" rT r r• D . D, . D .. D D i 7' • a. o, D, D, D I THE BOTTOM OF THE CURB ND (UTTER Huv BE CONSTRUCTED PARALLELTO THE SLOPE OF SU88ASE COURSES PROVIDED A MINIMUM DEPTH OF 7' IS MAINTAINED. THIS AREA MAY BE CKIMFE AT THE OPTON OF T+E CONTRACTOR R6E1""` COMBINATION 6" CURB & GUTTER OS 502 W7GplA DEPMTIA" OF TRANSPORTATION SOLO] INSERTABLE SHEET A59 -12 A r HII[R( sr w-s oR ry a - a-T a Co�A I ua MAR. aIn MAAL J_ - pprp,3, a• J tl' C-C r LONG SECTION A -A aE �olMnAwM�Rucr<iw B D+ B -SE T*N B-B To 00IM13 A r �ADNc o� 4E •AY SHALL �J a cr v t/1 TANGENT PLAN w K D TYPICAL PLACEMENT CROSSWALK TYPICAL. PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) + ALTERATIONS TYPJ A (PERPE AR) AP AT t,IfA� is TRiaa 'A' °r LAiul LODDi' "NW11►H +lR E MTEy cWsrluciDM,s ,Lr L NM•ID TD d< p,Ayg A- Ott f<"AAT" A` " MWCA't0 mill T N<3 Tw N rCR- DNA TRAVOL 0 A�MAFVAAL aim THE I A FD DOME OETCCTOAFyILL°°CTL VNM"12 V" of �am WM tw N, RAC �� f C/6f 0 Cae: M TOP �A(T�� tl[ C4LM °F°Tl! �ETEC trNb1D SECTIM SHALL BE A T DETAIL DOME lOIItlM STNM DOLOR wTM NE AWACSM sINAt[S IADA,Cdi SIMlALY4 NQIOIS FLARED SD[sA a In i . oRpR��,CwTNR' I�EI°li iey� gpMo-mm tALL, QWTN "r rL n awe " USING�v[eQRuypSWE ' C-C-TRMICAttO DOZE a, F RAFM FLOOR R4LKL "rW ILAG[IiM�Of 1 COM0 1& 1W&%CA3T"''LCONC#R SMALL K CLASS Ma. SHIM K CENT N i R T T TN OF r xoRG eo swcs M RARP O O O' WO 00000000 /C� Tp �[ Nay Q �Tp 0 0 0 00 00 0 0 0 0 0 0 n� 0/ RAIIF h°DR. TARRY tC C0 DI HA-• t N]AM/CM AM 07NT1ER SLOE OTAAN7101B ADANC£FIT TO CUM RAIR-] AK IIRIIOED N PAYMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 (Mt CUMMM NIIO CUTTM ATc•C T T, tap ll m rl OOMaNt TCM MTN slAlflNO C6 ] OR CO= FAQ OM TIE srNONtl 6 O O e 0 0 0 0 0 0 0 0 0 0 y t0 ME AMM6TL0 ro wiW THE MQNTIAZE am Ap 0 0 0 0 0 0 0 0 0 o O e o o a d11b b1Mi Nr i0 OCA1[D a ON TK RILL 0 AS ORACLE= h "a EAKa MDT. TNtY AI[ TO O O O OO 00 000000 ,� Ai RAM IIOMF[ AWAY OF ALIGN/AT Y A AIJt 13 Ild[ Y 00000 6000000 a a MY Tip � w r 0 0 0 0 0 0 0 0 0 0 0 C 0 A MTN S A r V 711A7 'j ALL , �� 000 O O 00000 O O O O �A 1M IIYD •Y YGItiTY NM VAvial _-. _- _J I. RAMS MAY 1K ItAtm oM RAO.t. a rNQMEMI. IEC11014 PP*v= THAT M CLAIM OPDIN� K R AMIT �'--'- YN �L VRIIRH M LAMT! °F M OROf6'RILJC CCAAYY T ALAETE gyp[ 6 a" rRKAC M pTRMLOE CAFDi tt MC TUIMD DETECT E 1MARNING ITN ICMF 7 OF A10nr�A'LAw .uw TRwc11Ii"MFhC rML cONFxW% FACT SLwn Ic «awm To r. CG-12 DETECTABLE WARNING SURFACE �. TYPE A (PERPENDICULAR) APPLICATION 2O],OS NHGM OVARTLtMl OF NIM"TAT10M i>n SSWEA'APPROACH A CNG LBF,A�i DTADRAS ID BE AS I x L c ROADTNAY SWORN ON I'LANs, F c - - , - - - - - (RA WS TO RE AS '.Op / RADIAL T SHHOMN ON PLANS, «RM AO WITC 'f''f Nsty. CG'6H CLASS A3 OL CONCRETC FLOW Lot - EXPANSION .WONT 1 EXPANSION JOINT h SECTION C-C AgtE� HrpiH -B- 2-0- OR A$ �' MMC11E ROMIIAY SHUMN ON TYPICAL SECTION- A-1 PLAN VIEW ® CONSTRUCT GRADE CH A01GES LNTHH A PMABOL.IC CURVE. ®•HCII THE ENTRANCE RANCANHOT ACCOMMODATE 10'PMABOI.K CARVE TIE TLRRWG REOIAKTNMTS DE AHTIpPATCO HEAVY iRUCII TRAFFIC TIC DCPIN FOR 9DER;& { CM RAPS WITHIN NNE LMTS OF THE RAOIStDULD BE EOCE OF SHHOUM OR i MAY. D HNCIEASED TO J-. OPTIONAL FLOW M LHiE CHUNCC ® - -' D 11A11lE ROADMAr Y - - - - - - - - - -- 14 C0 "ACTIOM WITH VVOOT I' ENTRANCES PLEASE T D NOTE THE EOLLOWNCt _- YO [ CIUVICE O XX MANLRC PAVEMENT SHALL BE CONSTRUCTED A"AW 5-'. ap'LN FOR S T MET ToAALI2AIHDN LINEEAM FOR MAALSg1�E 'WADE OESNABLE Fp1 COWE ENTRANCE PAVEMENT M/IGI C!w BE OMTIED N THE ENTRANCE-) SECTION A - A RAWIt CM OR COMBIwTw CURB GUIDELINES FOR GRADE CHANGE D IICC SIW LINE E PCONS TED BEYOND CUTTER Fop REPLACEMENT PURPOSES. MFlN USED N CO"NCTION W11" STANDARD ENIRMCE VOLUME DESEMLE MAXIMUM SS7AHOAM IS TO � ADJUSTED TO MATCH THE MOUNTABLE CURB CONFHCWIATHON j HIGH IMORE THAN 15M VPOI 0 S ] i SEE STAOAM CG-12 FOR CUM RAP DES" MEDIUM ISW-L'00 VM, 2, II / >< TO BE USED •ITN THIS STADARD. LOM Ltiss THEN 500 VM1 s,i 1 B Y PLANS AIM OF A FLOW LINE SP4 AOU ED 70 NMIM'OE POSITIVE DRAINAGEACOS►THME MTRNrd. A Rio°PTpOpglCAWMaWATER. GA10N IMETHOD Of TREATMENT - CONNECTION FOR STREET INTERSECTIONS sot AND COMMERCIAL ENTRANCES _ - - V*QP" DEPATNENT Or TRANSPORTATION 203.Oa RELOCATE TELE. PED. BEHIND CUR 200.00' 1 10,00' TURN LANE SMH RiM HIGH=706.47 RiM LOW= 705.65 INV 8"PVC IN=697.35 INV 8"PVC OUT=697.33 STR. INV=697.32 U. S. ROU TE 50 (MILL WOOD PIKE) CRAPH/CS04LE SPEED LIMIT 35 MPH - AD T 19,000 20 10 0 20 40 R/W VARIES (IN FEET 1 inch = 20 ft. FIRE LANES REQUIREMENTS: Fire Lane markings and signoge is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the fire Marshall to ensure these requirements are satisfied. I PURDUE DRI VE I SR 796 i � .I 0 7� ? -CROSS HATCHED STRIPING. 8" SOLID WHITE LINE 10' ON CENTER. 4" SOLID WHITE LINE. NOTE: ALL STRIPING TO BE TYPE B CLASS 1. Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) 1 702.07 701.95 24 15 2 705.60 705.37 46 15 4 706.52 706.03 98 15 5 704.42 704.40 4 15 6 704,65 704.62 6 15 7 705.50 704.85 129 15 All CPP Culverts to be Grumpler Smooth Core or equivalent S(%) 0.50 0.51 0.50 0.50 0.50 0.50 0 Type RCP CPP CPP CPP CPP CPP PROJECT SUMMARY TAX IDENTIFICATION NUMBER 64A-((4))-8, 9 EXISTING PARCEL AREA 1.38 ACRES DEVELOPED PARCEL AREA 1.38 ACRES ZONING B2 ADDRESS MILLWOOD PIKE CURRENT USE VACANT PROPOSED USE HOTEL DISTURBED AREA 1.5 ACRES SETBACKS REQUIRED PROVIDED FRONT 50' 409.74' SIDE N/A 25.00' REAR N/A 202.66' PARKING 5' 22.86' BUI'LDiNG HEIGHT 60' (MAX.) 50'(+/-) GROUND FLOOR AREA 9,773 SQ.FT. NUMBER OF STORIES 4 FAR ALLOWED 1 FAR PROVIDED 0.65 MINIMUM LANDSCAPED AREA 0.21 AC. (15%) LANDSCAPED AREA PROVIDED 0.40 AC. (29.0%) PARKING REQUIRE PROVIDED STANDARD SPACES (1/ROOM) 70 70 HANDICAP SPACES 3 3 TOTAL SPACES PROVIDED 0 73 LOADING SPACES 2 2 PARKING LANDSCAPING PAVEMENT AREA 31,507 S.F. PAVEMENT TREES REQUIRED 15.8 0 1/2000 SO. FT. PAVEMENT TREES PROVIDED 16 INTERIOR TREES REQUIRED 7.2 INTERIOR TREES PROVIDED 7 TOTAL TREES REQUIRED 22.8 TOTAL TREES PROVIDED 23 PARKING LOT LANDSCAPING REQ'D. 1,575 SO, FT. @ 5% PARKING LOT LANDSCAPING PROVIDED 1,600 SQ.FT.(+/-) 0 5% NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92, 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXiST. 5. ALL UTILITIES TO BE PLACED UNDERGROUND 6.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES R U LOPE CANNOT EXCEED 1:20. OF MOR THAN 1:50. THE ACCESSIBLE 0 TE S E 7. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 8. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 9. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND WITH USE GROUP R-1(HOTEL / MOTEL) UNDER SECTION 310 OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS THE CABO A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 10. NO OUTDOOR STORAGE PROPOSED. 11. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL 12. BUILDINGS SHALL COMPLY WITH THE ViRGINIA UNIFORM STATEWIDE BUILDING CODE. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A ViRGiNIA LICENSED DESIGN PERSON. 13. THIS BUILDING SHALL BE PROTECTED BY A FIRE SUPPRESSION SYSTEM IN ACCORDANCE TO SECTION 903.2.1.2 OF THE IBC. 14. THIS BUILDING SHALL COMPLY WITH THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE ETC..) 15. ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO MIN. EXTERIOR LANDING. 50% OF ENTRANCES SHALL BE ACCESSIBLE. 16.ALL OUTDOOR LIGHTING SHOULD BE SHOEBOX TYPE TO PREVENT LIGHT POLLUTION TO APPROACHING OR DEPARTING AIRCRAFT. 17. TWENTY-FOUR HOURS PRIOR TO ALL CRANE OPERATIONS, COORDINATION MUST BE MADE WITH DAVID FOLEY, WINCHESTER AIRPORT OPERATIONS SUPERVISOR, (540) 662-5786 IN ORDER TO ENSURE COORDINATION WITH THE DULLES APPROACH CENTER. DEPENDING ON THE HEIGHT OF THE CRANE DURING OPERATIONS, THE OPERATOR MAY BE REQUIRED TO FLAG IT NTH AN AVIATION OBSTRUCTION FLAG OR TO TAKE OTHER SAFETY MEASURES IN ACCORDANCE WiTH FEDERAL AVIATION ADMINISTRATION POLICIES. 18. DUE TO THE CLOSE PROXIMITY TO THE FLIGHT PATH OF THE AIRPORT, THE OWNER SHOULD BE AWARE OF THE AIRPORT'S EXISTENCE AND FOREWARNED ABOUT AIRCRAFT NOISE AND FLY -OVER NUISANCE FROM AIRCRAFT THAT COULD POSSIBLY IMPACT THIER BUSINESS. OWNER SHOULD CONSIDER INCLUDING NOISE ATTENUATION IN THE CONSTRUCTION OF THE BUILDING. 19. DEMOLITION PERMIT AND ASBESTOS INSPECTION PRIOR TO ISSUUANCE IS REQUIRED TO REMOVE THE EXISTING STRUCTURES. SECTION 112.1.4 WSBC. •'•f•flfflf•I • rf•f1♦♦ff 11110 ff � U u) C:)+ tz. v c�v • *-4 Q} -C U C) U) zIz Iz ca Q (D o w � � ._ a) a) (.0 v m o o Ln O Q M z O (-) v O C> Ct y -E _ o Q U U In _0•5) Cn CIO Cn z z d c «) L co 0) m Lam,_ CD L1JCD Q o 0 (V o � a- Uj � �� L? CL n o o to N W U C: C Ln LO .o a� w w `� (u d. r- H U. or a- • W Vi U • L 4) d- r") CN Z _ + O a� CT 'r a. w LEGEND PARKING SPACES (NUMBER) - - - - - - - - - - - - - - - PROPOSED CURB & GUTrER - - - - - - - - - - - - - - - PROPOSED CURB & REVERSE GUTTER - - - - - - - - - - - - TRANSiTiON BETWEEN REGULAR & REVERSE CURB - - - - - - - - - PROPOSED STANDARD PAVED AREA (8" 21B/2' SM 12.5A) - - - - - - PROPOSED HEAVY DUTY PAVED ARN8' 21B/3' BM-25.0/1.5' SM-12.5A)- - PROPOSED CONCRETE AREA - - - - - - - - - - - - - - - - PROPOSED GRASS AREA --------- - - - - -- - PROPOSED EASEMENT AREA - - - - - - - - - - - - - - - - ZONINGBOUNDARY------------ - - - - -- - ZB UTILiTYPEDESTALS- --- ---- ---- - - ---- - m EXISDNG STORM DRAINAGE & STRUCTURE - - - - - - - - - Li PROPOSED STORM DRAINAGE & STRUCTURE - - - - - - - - - - - PROPOSED WATER MAIN - - - - - - - - - - - - - - - - - 6WA EXISTING WATER MAIN - - - - - - - - - - - - - - • - - - f� RIM -- - ----•---- - INV PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX - - - - - - W! EXISTINGSM. SEWER AND MANHOLE - - - - f!C) - PROPOSED SAN. SEWER AND MANHOLE - - - - - - - - - - - - , - - - - - - - - � 1-0 PROPOSED UNDERGROUND ELECTRIC SERVICE - E 4L PROPOSED UNDERGROUND TELEPHONE SERVICE - - - - - - - - - - .T .------- �v� PROPOSED GAS SERVICE - - - - - - - - G \' ��.1Storm Structure Summary S r. No. Inv. In Inv. Out " 1 702.27 702.07 2 705.80 705.60 3 706.03 705.83 4 - 706.52 5 704.62 704.42 6 704.85 704.65 7 -- 705.50 H STIR top to CUI Out Top Elv. Type Throat INV (ft.) H(req'd) 708.10 DI-2C 6 6,03 3.75 70934 MH - - - 709.75 DIA - 3.92 2.50 710.27 DI-2C 6 3.75 3.75 708.92 MH - - - 708.80 DI-1 - 4.15 2.50 709.10 DI-1 - 3.60 2.50 iZA L4 F z O U Y U W W Z IF- W w O W_ a O 0Cfl CV 0 N LL_ O = CIL W m a F_ C4 w WO ¢ w Cn H z O Q UU O e- z z Y Z U W 3 U _ �04 0 L1 0 LL_ r- 1 , ZOOS �-' I