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HomeMy WebLinkAbout33-06 Carrabba's - Restaurant - Shawnee - Backfile (2)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 comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control (loggers 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, utilitycompanies and VDOT prior to init iation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining "adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. VI 2. 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 obtainer 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. VI 4. 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 V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. VI 6. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrode by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall. report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard P13-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. 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 criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. ANNEIRO M 1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND USE GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE / 2003. OTHER CODE THAT APPLIES IS ICC/ANSI.A 177.1-03 USABLE AND ACCESSIBLE BUILDINGS AND FACILITIES. (CAN UTILIZE THE 200 EDITION OF THE VUSBC UP TO NOV. 16, 2006 FOR PLAN DESIGN) 2. ALL REQUIRED ACCESSIBLE EGRESS SHALL BE PROVIDED TO THE EXTERIOR OF THE BUILDING. THIS SHALL BE TO EITHER AN ACCESSIBLE ROUTE FROM THE STRUCTURE OR AREA OF RESCUE ON THE LANDING WITH RATED DOOR AND WALLS WITHIN 10' FROM OPENING. (SECTION 1007.8 IBC) 3. STRUCTURAL SHALL COMPLY WITH CHAPTER 17 OF THE IBC FOR SPECIAL INSPECTION (SOILS, CONCRETE, BOLT TEST ETC.) AND THE PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 4. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. DETAILS OF PROPOSED SIGNS WILL BE PROVIDED UNDER SEPARATE COVER, WHILE APPLYING FOR SIGN PERMITS. SIGNAGE PROPOSED ALONG ROUTE 11 MUST BE A MONUMENT STYLE SIGN. CARRABBA'S SIGN SHALL BE INCORPORATED INTO MONUMENT STYLE SIGN. 5. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 6. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 7. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHAL REQUIREMENTS. 8. ALL UTILITIES TO BE PLACED UNDERGROUND INCLUDING BUT NOT LIMITED TO STORM, SANITARY, WATER, ELEC, GAS, TELEPHONE, CABLE, FIBER OPTICS, ETC. 9. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 10, SIGNS SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. 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 MARSHAL. ALL CURB AND GUTTER AROUND THE PROPOSED BUILDINGS AS WELL AS ALONG THE TRAVEL WAY THAT IS NOT DELINEATED AS PARKING SHALL BE MARKED AS "FIRE LANE NO PARKING" WITH YELLOW PAINTED CURB FACE AND FRONT ALONG WITH APPROPRIATE SIGNAGE. 12. STREET SIGNS AND STOP SIGNS SHALL BE PROVIDED BY THE DEVELOPER AT ALL ROAD INTERSECTIONS. 13. RADII INFORMATION OF PROPOSED CURBS SHOWN ON PLANS ARE TAKEN AT THE FACE OF CURB. 14. STORMWATER MANAGEMENT FOR THIS DEVELOPMENT HAS BEEN PROVIDED WITH THE OVERALL DEVELOPMENT OF KERNSTOWN COMMONS. REFER TO KERNSTOWN COMMONS SITEPLAN #10-05. PROJECT SUMMARY I''8111KIIVl7 tSLW!J1KtMLN I TAX IDENTIFICATION NUMBER 75-5-7 TOTAL PARCEL AREA 1.0132 ACRES ZONING 82 USE REQUIRED SPACES PROVIDED SPACES ADDRESS ---- Restaurant 1 space per 100 sf 60 73 CURRENT USE VACANT Carrabba's 5,976 sf 3 Handicapped 4 Handicapped PROPOSED USE RESTAURANT DISTURBED AREA 0.65 ACRES ESTIMATED TRIP GENERATION 760 ADT SETBACKS REQUIRED PROVIDED FRONT 50' 50' SIDE 0' ---- REAR 0' ---- PARKING 5' 5' BUILDING HEIGHT 35' (MAX.) APPROX. 20'-0* CARRABBA'S - LOT 7 GROSS FLOOR AREA 5,976 S.F. NUMBER OF STORIES 1 TOTAL FLOOR AREA 5,976 S.F. LOT 7 AREA 1.01 ACRES FAR ALLOWED 1.0 FAR PROVIDED 0.14 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROFESSIONAL SEAL 1,TH OF BHAKTHAVATSALAM THIRUMALMAS No. 036261 �0 8�to joy ONAL 600 PROJECT im� At t rW XM174'� r A 014 ' *FOR LANDSCAPING TABULATIONS SEE LANDSCAPE PLANS THE DEVELOPER SHALL PROVIDE THE FOLLOWING: 1. BENCH MARKS WITHIN THE SITE ARE ADEQUATE FOR USE BY CONTRACTOR TO GUIDE LOT GRADING AND FINISHED FLOOR ELEVATIONS. 2. AS BUILT PLANS OF IMPROVEMENTS ARE TO BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS AS SOON AS CONSTRUCTION IS COMPLETE. m a All A 1e6IZI1:1.11 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 responsibility. 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. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 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. 8. Contractor's blasting operations shall include all future building locations, and be at depths suitable to support footing installations for all future buildings shown on this plan. 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. Frederick County Sanitation Authority CONSTRUCTION NOTES 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. The contractor shall adhere to standards and specifications in effect at the time of construction 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line a.) The Authority shall furnish all labor and material. b.) The contractor must: 1. Make application and pay deposit. 2. Mark the tap location. 3. Coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a.) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b.) The frame and cover shall be set to final grade. c.) The distance between the 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 Authority'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 11/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the 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 backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Mar 06 LEGMD PROPOSED ENISTING ROAD CENTERLINE - --- - - - ---- PROPERTY LINE -- ---- - - --- EASEMENT -- --- --- --- BUILDING RESTRICTION LINE OR PARKING - ---- -------- RESTRICTION LINE CURB AND GUTTER ------------ REVERSE CURB AND GUTTER TRANSITION FROM REVERSE TO REGULAR GUTTER HEADER CURB _....... - EDGE OF PAVEMENT -- -'-" �- - EDGE OF SHOULDER SANITARY SEWER 0--= - :,---- AND MANHOLES SANITARY LATERAL AND CLEAN -OUT STORM SEWER STORM STRUCTURES: MANHOLES JUNCTION BOX - GRATE INLET CURB DROP INLETc.:_s CURB DROP INLET TRENCH DRAIN END WALL END SECTION RIP -RAP off WATER APPURTENANCES: ---i-'4-- -- BEND WATER MAIN -W--------------- � - -- ;+%-___ __ >_ DEAD END ANCHOR =y--- �- ---. yv--- --- - - GATE VALVE WATER METER - r+V TEE -W-+�I-- __ •,,__.___ _+._ _ _--- CROSS - °:` REDUCER/INCREASER AIR RELEASE- 2' CONTOUR 3 1 % 10' CONTOUR 310 10 FENCE X X- ---X------__-_..i;-_.-- GUARDRAIL - +- - - - .__.__._--.----- TREE OR TREE LINE UNDERGROUND UT TELEPHONE UNDERGROUND ELEC --- - F:L_E: -- --- ELECTRIC OVERHEAD TELEPHONE OHTE -- OHTi"--- AND/ OR ELECTRIC 15 i SPOT ELEVATION X10- UNDERGROUND GAS LINE UG ------ !_;C>- ---- BUILDING CONCRETE PAD _-----__...__----------- __.__._.. OR WALKS _.._..... _............ ........ FLOW LINE ----� WATER FEATURE LIMITS OF CLEARING ---•------------ AND GRADING SIGN STREET LIGHT TEST PIT REQUIRED ABBREVIATIONS A ARC PCR POINT OF CURB RETURN AC ACRE PC POINT OF CURVATURE @ AT PP POWER POLE BM BENCH MARK PRC POINT OF REVERSE CURVATURE BLDG BUILDING PVI POINT OF VERTICAL INTERSECTION BRL BUILDING RESTRICTION LINE PVC POINT OF VERTICAL CURVATURE OR CL CENTERLINE POLYVINYL CHLORIDE C RATIONAL RUNOFF COEFFICIENT PVMT PAVEMENT CG CURB AND GUTTER PVT POINT OF VERTICAL TANGENCY CH CHORD PT POINT OF TANGENCY CO CLEAN OUT PL PROPERTY LINE CON CONCRETE PROP PROPOSED CMP CORRUGATED METAL PIPE R RADIUS CY CUBIC YARDS RED REDUCER XING CROSSING RCP REINFORCED CONCRETE PIPE DI DROP INLET RT RIGHT DIA DIAMETER ROW RIGHT-OF-WAY DNG DRAINAGE SAN SANITARY EP EDGE OF PAVEMENT SEW SEWER ESMT EASEMENT SHLD SHOULDER EX EXISTING SHT SHEET FC FACE OF CURB SD SIGHT DISTANCE FH FIRE HYDRANT SF SQUARE FOOT FF FIRST FLOOR OR FINISHED FLOOR STA STATION FL FLOW LINE STM STORM FM FORCE MAIN SY SQUARE YARDS GV GATE VALVE TC TOP OF CURB HP HIGH POINT TEMP TEMPORARY INV INVERT ELEVATION TS TOP OF SIDEWALK IPF IRON PIPE FOUND TW TOP OF WALL IPS IRON PIPE SET TYP TYPICAL LAT LATERAL UE UNDERGROUND ELECTRIC LF LINEAR FEET UG UNDERGROUND GAS LOS LANDSCAPE OPEN SPACE UT UNDERGROUND TELEPHONE LT LEFT UTV UNDERGROUND TELEVISION LTP LIGHT POLE VC VERTICAL CURVE LP LOW POINT W WATER MAX MAXIMUM WL WATERLINE MIN MINIMUM WM WATER METER OS OFFSET WS WATER SURFACE PRL PARKING RESTRICTION LINE WW WASTE WATER PCC POINT OF COMPOUND CURVATURE Patton Harris Rust & Associates, fc Engineers. Surveyors. Planners. Landscape Architegts: 208 Church Street, S.E. PH + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 3 -�, t (r DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=30' SHEET FILE NO. 2 of 12 12814-1-0 7\ 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN NO. DESCRIPTION DATE CHKD --REVISION - NFIGURATION IF ACCESS ,BREAK KInT 1-%E)AK1TCn 3SIQ-NAL SEAL '714-opft'%, 1 16 THIRUMALAINIVAS ,No. 0362� o jj Ddb `SSjo OINVAL IPROJECT 0 C' 5 7 A i44 a 0 A -9 j I tag w' mmAl wool 7wmmAwq �'A AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA I TITLE PAR<M u—nL I-t1w. OVERALL PLAN CO-44 cow co� FO ENTRANCE DETAIL SCALE: 1 = 100' NOTE: THE ENTRANCE LOCATED WITHIN LIMITED ACCESS BREAK IS CONTINGENT UPON APPROVAL Patton Harris Rust & Associates, PC Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. Leesburg, VA 20175 R+A T 703.777.3616 PH F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 100' SHEET FILE NO. L 3 OF 12 1 12814-1-0 W W i W W � I� .W W W W W 4 i W 00 W I , 1 , W �-- W o �- EL :z WW W W W W 0,-- 0 CW I � W f C�7 �W > o i f s v 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN NO. DESCRIPTION DATE CHKD REVISION h f � tL may% n 15 ,g ° STIEAKHOUISF 6,163 SQUARE FEET i fib_ a � I 4 D LL---,..�_.. + C{JJ a �J����lQ ("S% PROFESSI NAL SEAL H OF D I� 0 B VATSALAM — v THIRUMALAINIVAS 1' No. 036261 IONAL 1" a ire.}_ PROJECT CARRABBA'S AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE SPACES THAT MAY BE SED BY McOONALD'S.—__ UST-OMERS GEOMETRIC PLAN rTl Patton Harris Rust & Associates,PC Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "-20' SHEET FILE NO. 4 of 12 12814-1-0 i , I j 16� , I 111 8 I n �C D j I iI—I! — / - / i b / -714,67 ' � 8 UT IMM AWOm I 0 TC D -- ' / .' 3 '-8" P @ 1.5% 00 1 E wD ° STEAK H 0/O S E — ---- // -17— Ate. AD I lob 6,163 SQUARE/ FEET I — I INV.= 714.47 —\ I ( i Q o �� Alt` _ I (8'°� — - _ _ Q. r G / , I a �-p Sip � INV.-715.00 (8") } _ NJ / -79 EH �91 A , an1'J ° -- b.,a I � a4 A I ° n i /Z o g !-, �� �� �� --. 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Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=20' SHEET FILE NO. 5 of 12 12814-1-0 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN NO. DESCRIPTION DATE CHKD REVISION v � PROFESSIONAL SEAL TH OF Q B VATSALAM ., THIRUMALAINNAS No. 036261 sSIONAL PROJECT . . , . . JAM M .. -1/ �! i I / 4 / 1 1 1 i _ } 1 1 S � l \ 1 t 7 AV xx Z_ \ II \ \ \ THIS SHEET FOR EROSION & SEDIMENT AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE PHASE II EROSION & SEDIMENT CONTROL PLAN Z 7.� CP FOR PHASE I EROSION CONTROL MEASURES REFER TO "ROUGH GRADING & EROSION CONTROL PLAN" FOR KERNSTOWN COMMONS, APPROVED BY THE COUNTY CONTROL PURPOSES ONLY! ! ! Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. PH + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=20' SHEET FILE NO. 6 of 12 1 12814-1-0 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND FCSA COMMENTS 8/9/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROFESSIONAL SEAL H OF L I o B VATS � U THIRUMALMNIVAS a No. 036261 �o�ssgAO(c)ti� ONAL PROJECT CARRABBA'S AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 3REASE T ; , IS, (' =D, E "F4+1-S H E SAI',!. LAl. 4 11 N. 2_08 7 ' _bW DRAIN TRASH 0SURE- _ r Cq 0 SEE- t ti �T. } .x TITLE UTILITY PLAN Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. PH + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=20' SHEET FILE NO. 9 of 12 12814-1-0 ---- -- M J h t < D CPP A-REA ---- - , P. s Q 'I 9 15 3 _ L ° i 8 y `— PRIVATE \ I'z \ If 1 i /\" ACCESS ESMT. Q � %� 12 � r� � S �--------- rrItly d s — .��s - �" j� p S 1 rnrn t PAV MEI� \ . fn � CPP ! I I f 3 Uj w I REASE TRA S (S E / \ a:. - E T 21 —�� —' 18 1 I I n 2" VENT aiPE I D �� - -_ t IIN, 2.08% _ , -•, \ r v 1 PC 18 OUTBAC I F7 2 _ j o :`'. I w STEAKHOUSE KREASE 3 -s° Ica © 1 ; 4 \ - TRAP LINE I, -- i 6,163 SQUARE FEET 1 / I / , -- _ —. n EUGE OF PAVEMENT TO C { 1 I- a ,�t\ �A� \ I d SIDEFLUSH WALK ATTH T2 MAX OF BIOPE ` It } i I 1 CPI Homm -, Z' 8 CG-12A(TYP.) iJ " r71 i -- f c 1,5 I i FOR ITRASH r FNcIOSURE-- r I I 1 J i I E j 1I ti r p ICED , /�1 ! <i \ 1 I \ -1 sTnPS (TYP.)--- Z 0 --- • r a\\Y N6o ,, I I 14400 1 ±� `12 1 12 2 �� 258.36' I -- ! Q)IljN F �41 I u 1 1. I ( ~_::E S. 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THOMAS -�, No. 916 Pbodoti r��wsc ` PROJECT I r CARRABBA'S AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE LANDSCAPE PLAN Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY MWT PHR+A DRAWN DATE MWT MAY 2006 CHECKED SCALE MWT 1 "= 30' SHEET FILE N0. 11 of 12 12814-1-0 Planting Notes: 1. The planting and maintenance of all trees shall meet the specifications of the American Landscape and Nursery Association. 2. The planting of trees shall be done in accordance with either the standardized landscape specifications jointly adopted by the Virginia Nurserymen's Association, the Virginia Society of Landscape Designers, and the Virginia Chapter of the American Society of Landscape Architects, or the road and bridge specifications of the Virginia Department of Transportation. The County shall maintain current copies of these specifications available to the public. 3. All plant material shall comply with sizing and grading standards of the latest edition of "American Standard for Nursery Stock". Provide stock true to botanical name. 4. All plant material shall meet or exceed the specifications of Federal, State and County laws requiring inspection for plant disease and insect control. 5. Quantities shown in the plant schedule are given for the contractor's convenience. The contractor shall install all plant material shown or noted on the plans. 6. No Changes are to be made to the plant schedule unless first approved by the Landscape Architect. Please contact the PHR+A Planning Department at 703-777-3616. 7. The contractor shall remove all staking and guying material within one year of installation. 8. Provide plants typical of their species or variety, with normally developed branches and vigorous root systems.. Provide only sound, healthy, vigorous plants free from defects, disfiguring knots, sunscale injuries, frost cracks, abrasions of the bark, plant diseases, insect eggs, borers, and all forms of infestations. 9. All landscaped areas are to be seeded, unless otherwise noted on the plan. 1o. Verify utility locations before beginning any planting operations. See general notes for more information. 11. Plant deciduous materials in a dormant condition. Plant evergreen materials between September 1 and December 1. or in spring before new growth begins. Spray plants with anti -desiccant if to be planted at other times. 12. All planting holes to be free of rocks, gravel and other debris, See details for planting procedures. 13. Backfill trees and shrubs with topsoil and peatmoss (or leaf mold) at 3 to 1 ratio by volume. 14. Mulch tree and shrub planting pits and shrub beds with 100 percent shredded hardwood bark mulch 3" deep. 15. The contractor shall remove all dead wood or suckers and all broken or badly bruised branches, in accordance with the American Association of Nurserymen standards, to preserve the natural character of the plant. 16. A soil inoculation containing mycorrhizae, and roots biostimulants shall be added after completion of all back filling. 17. Actual placement of trees will be adjusted in field to account for conflicts with utilities. 18. Before digging call ".Miss Utility" of Virginia at 1-800-552-7001. 19. All landscaping will comform with section 165-36B of the Fredrick County Zoning Ordinance. 20. Landscaping substitutions must be approved in writing by the Fredrick County Planning Department. 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROJECT o Total Site Landscape Requirements: • Requirements A minimum of 5% of interior portions of the Total Site Parking Lots shall be landscaped for the purpose of providing shade trees. ® A Minimum of 1 (one) Shade Tree will be provided for every 2,000 SF of Impervious Area for the first 100,000 SF of the Lot Area ■ A Minimum of 1 (one) Shade Tree will be provided for every 5,000 SF of Impervious Area over the first 100,000 SF ■ A minimum of 1 (one) Shade Tree will be provided for every 10 parking spaces ■ As required - A three -foot -high evergreen hedge, fence, berm, or wall shall be provided on the perimeter Landscape areas to prevent headlights from shining on public rights of way and adjoining properties. (see Planting Plan and Plant Schedule) ® Site Totals Total Site (Lots 1-8) Interior Parking Surface = 849,856 SF Minimum 5% Landscaped Islands = 43,470 SF Total Site Landscaped Islands Provided = 89,734 SF Interior Parking Surface to be Approved to Date plus (this application) = 441,596 SF Interior/Exterior Parking Lot Landscape: Lot 7: 0 Interior Parking Requirements ■ Lot 7 has 75 Parking Spaces requiring 8 Shade Trees ■ Interior landscape portion = 977 SF ■ Interior Shade Trees Provided = 8 (Three of which provided in Route 11 Landscape.) ® Perimeter Landscape Requirements ■ Total Impervious Area = 28,205 SF ■ Perimeter Shade Trees Required (28,205 SF/2000 SF) = 14 ■ Perimeter Shade Trees Provided = 14 (Provided in Route 11 Landscape.) TITLE 64 SET TRUNK PLUMB PRUNE ONLY DAMAGED OR DEAD BRANCHES i SECURE GUYS WITH RUBBER HOSE TO TRUNK DO NOT MULCH WITHIN 6" OF TRUNK *(2) 2"x2" WOOD STAKES SET AT 180' (ALT: STEEL FENCE POSTS) 3" OF MULCH -� SLOPE SIDES OF PLANTING HOLE NOTES: 1.*STAKE ONLY TO PREVENT WIND TIP OR WHEN PLANTING ON STEEP SLOPES 2. REMOVE ALL TAGS AND ROPES FROM BRANCHES AND ROOT BALL. REMOVE BURLAP OR WIRE BASKET FROM TOP\�%i����%��%i``��i'��%�. 1 /3 OF ROOT BALL �' '! `i TAMPSOIL AROUND ROOT BALL , BASE FIRMLY WITH FOOT PRESSURE TO PREVENT ROOT BALL FROM SHIFTING 3x DIAMETER OF ROOT BALL 1 TREE PL TING NOT TO SCALE PRUNE ONLY DAMAGE OR DEAD BRANCHE 2" OF MULCT CREATE A SAUCER SHAPI WITH MULCH TO HOLD WATEI SLOPE SIDES OF PLANTING HOLI REMOVE BURLAP OR WIRE BASKET FROM TO[ 1/3 OF ROOT BALI TAMP SOIL AROUND ROOT BALI BASE FIRMLY TO PREVEN- ROOT BALL FROM SHIFTIN( VR VVIV 1/111VGf\ JIC_L NOT TO SCALE 1 i PLANT LE Kemstown Commons PHR+A Proj. No. 12814.1.0 PLANT SCHEDULE - Carraba's LOT 7 ID Quantity Scientific Name Common Blame Planting Size Condition Deciduous Trees - Interior AC 1 5 JAcer campestre Hedge Maple 2" Cal. B&B _F I I I I LANDSCAPE DETAILS AND NOTES Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. PH F + Leesburg, VA 20175 T 703.777.3616 703.777,3725 DESIGN SURVEY MWT PHR+A DRAWN DATE MWT MAY 2006 CHECKED SCALE MWT N/A SHEET FILE NO. 12 OF 12 1 12814-1-0 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 comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control floggers 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 W arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to inituation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining. adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. VI 1. 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. VI 4. 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 V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VfM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall. report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. 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 criteria. Final approval of the guardrail layout fo be given by VDOT after grading is mostly complete. 1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND USE GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE / 2003. OTHER CODE THAT APPLIES IS ICC/ANSLA 177.1-03 USABLE AND ACCESSIBLE BUILDINGS AND FACILITIES. (CAN UTILIZE THE 200 EDITION OF THE VUSBC UP TO NOV. 16, 2006 FOR PLAN DESIGN) 2. ALL REQUIRED ACCESSIBLE EGRESS SHALL BE PROVIDED TO THE EXTERIOR OF THE BUILDING. THIS SHALL BE TO EITHER AN ACCESSIBLE ROUTE FROM THE STRUCTURE OR AREA OF RESCUE ON THE LANDING WITH RATED DOOR AND WALLS WITHIN 10' FROM OPENING. (SECTION 1007.8 IBC) 3. STRUCTURAL SHALL COMPLY WITH CHAPTER 17 OF THE IBC FOR SPECIAL INSPECTION (SOILS, CONCRETE, BOLT TEST ETC.) AND THE PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 4. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. DETAILS OF PROPOSED SIGNS WILL BE PROVIDED UNDER SEPARATE COVER, WHILE APPLYING FOR SIGN PERMITS. SIGNAGE PROPOSED ALONG ROUTE 11 MUST BE A MONUMENT STYLE SIGN. CARRABBA'S SIGN SHALL BE INCORPORATED INTO MONUMENT STYLE SIGN. 5. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 6. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 7. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHAL REQUIREMENTS. 8. ALL UTILITIES TO BE PLACED UNDERGROUND INCLUDING BUT NOT LIMITED TO STORM, SANITARY, WATER, ELEC, GAS, TELEPHONE, CABLE, FIBER OPTICS, ETC. 9. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 10. SIGNS SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. 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 MARSHAL. ALL CURB AND GUTTER AROUND THE PROPOSED BUILDINGS AS WELL AS ALONG THE TRAVEL WAY THAT IS NOT DELINEATED AS PARKING SHALL BE MARKED AS "FIRE LANE NO PARKING" WITH YELLOW PAINTED CURB FACE AND FRONT ALONG WITH APPROPRIATE SIGNAGE. 12. STREET SIGNS AND STOP SIGNS SHALL BE PROVIDED BY THE DEVELOPER AT ALL ROAD INTERSECTIONS. 13. RADII INFORMATION OF PROPOSED CURBS SHOWN ON PLANS ARE TAKEN AT THE FACE OF CURB. 14. STORMWATER MANAGEMENT FOR THIS DEVELOPMENT HAS BEEN PROVIDED WITH THE OVERALL DEVELOPMENT OF KERNSTOWN COMMONS. REFER TO KERNSTOWN COMMONS SITEPLAN # 10-05. PROJECT SUMMARY MI S IS I N 2 TAX IDENTIFICATION NUMBER 75-5-7 TOTAL PARCEL AREA 1.0132 ACRES ZONING B2 USE REQUIRED SPACES PROVIDED SPACES ADDRESS ---- Restaurant 1 space per 100 sf 60 73 CURRENT USE VACANT CarrabbaIs 5,976 sf 3 Handicapped 4 Handicapped PROPOSED USE RESTAURANT DISTURBED AREA 0.65 ACRES ESTIMATED TRIP GENERATION 760 ADT SETBACKS REQUIRED PROVIDED FRONT 50' 50' SIDE 0' ---- REAR 0' ---- PARKING 5' 5' BUILDING HEIGHT 35' (MAX.) APPROX. 20'-0" 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN NO. DESCRIPTION DATE CHKD REVISION SEAL x o BHAKTHAVATSALAM r U THIRUMALAINIVAS No. 036261 SSIONAL � PROJECT CARRABBA'S - LOT 7 GROSS FLOOR AREA 5,976 S.F. NUMBER OF STORIES 1 TOTAL FLOOR AREA 5,976 S.F. LOT 7 AREA 1.01 ACRES FAR ALLOWED 1.0 FAR PROVIDED 0.14 *FOR LANDSCAPING TABULATIONS SEE LANDSCAPE PLANS THE DEVELOPER SHALL PROVIDE THE FOLLOWING: 1. BENCH MARKS WITHIN THE SITE ARE ADEQUATE FOR USE BY CONTRACTOR TO GUIDE LOT GRADING AND FINISHED FLOOR ELEVATIONS. 2. AS BUILT PLANS OF IMPROVEMENTS ARE TO BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS AS SOON AS CONSTRUCTION IS COMPLETE. f �r �� r �, a i�• , � ,�: m 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 responsibility. 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. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 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. 8. Contractor's blasting operations shall include all future building locations, and be at depths suitable to support footing installations for all future buildings shown on this plan. 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. Frederick County Sanitation Authority CONSTRUCTION NOTES 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. The contractor shall adhere to standards and specifications in effect at the time of construction 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line a.) The Authority shall .furnish all labor and material. b.) The contractor must: 1. Make application and pay deposit. 2. Mark the tap location. 3. Coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a.) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b.) The frame and cover shall be set to final grade. c.) The distance between the 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 Authority'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 11/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shaii 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 backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of 1) the domestic water meter and its backflow prevention device, and/o''r 2) the fire service line's backflow prevention device. Mar 06 LEcMD PROPOSED EXISTING ROAD CENTERLINE - ------ - - - - - PROPERTY LINE - - --- - -- -- EASEMENT -----.- ----___ BUILDING RESTRICTION LINE OR PARKING RESTRICTION "LINE CURB AND MUTTER REVERSE dURB AND GUTTER TRANSITION FROM REVERSE TO REGULAR GUTTER HEADER CURB ---------------- EDGE OF PAVEMENT -- - -- - - EDGE OF SHOULDER --- - - ---- 0) SANITARY SEWER 0AND MANHOLES SANITARY LATERAL AND CLEAN -OUT STORM SEWER_ - STORM STRUCTURES: MANHOLES JUNCTION BOX GRATE INLET Is.-~ ---!-- - CURB DROP INLET CURB DROP INLET TRENCH DRAIN END WALL END SECTION RIP -RAP o't�i gip° WATER APPURTENANCES: _ BEND WATER MAIN -- DEAD END ANCHOR - '-- ---- -- - ----_____NFC GATE VALVE - `?`� -� - -� -- WATER METER -'•'T • -- vv_._-_ _ ,a_. TEE CROSS -::' r-r-- ;c---.._ REDUCER/INCREASER _ W ► __- j;-..._._, ___h_ ___. AIR RELEASE o -- -- ---- 2' CONTOUR 10' CONTOUR 310'"�� ,. 31 FENCE X X- Y-_-_ GUARDRAIL • • • ♦ 0____._�._...__.-_s.--. _s TREE OR TREE LINE UNDERGROUND UT - TELEPHONE UNDERGROUND ELEC- ELECTRIC OVERHEAD TELEPHONE OHTE ---- AND/ OR ELECTRIC 15 _ ?. SPOT ELEVATION X10- UNDERGROUND GAS LINE UG -- BUILDING CONCRETE PAD -------- --- OR WALKS __.._...... _ ..... FLOW LINE - - - - WATER FEATURE LIMITS OF CLEARING --•---___------- AND GRADING SIGN 1 STREET LIGHT TEST PIT REQUIRED ABBREVIATIONS A ARC PCR POINT OF CURB RETURN AC ACRE PC POINT OF CURVATURE @ AT PP POWER POLE BM BENCH MARK PRC POINT OF REVERSE CURVATURE BLDG BUILDING PVI POINT OF VERTICAL INTERSECTION BRL BUILDING RESTRICTION LINE PVC POINT OF VERTICAL CURVATURE OR CL CENTERLINE POLYVINYL CHLORIDE C RATIONAL RUNOFF COEFFICIENT PVMT PAVEMENT CG CURB AND GUTTER PVT POINT OF VERTICAL TANGENCY CH CHORD PT POINT OF TANGENCY co CLEAN OUT PL PROPERTY LINE CON CONCRETE PROP PROPOSED CMP CORRUGATED METAL PIPE R RADIUS CY CUBIC YARDS RED REDUCER XING CROSSING RCP REINFORCED CONCRETE PIPE DI DROP INLET RT RIGHT DIA DIAMETER ROW RIGHT -OF -NAY DNG DRAINAGE SAN SANITARY EP EDGE OF PAVEMENT SEW SEWER ESMT EASEMENT SHLD SHOULDER EX EXISTING SHT SHEET FC FACE OF CURB SD SIGHT DISTANCE FH FIRE HYDRANT SF SQUARE FOOT FF FIRST FLOOR OR FINISHED FLOOR STA STATION FL FLOW LINE STM STORM FM FORCE MAIN SY SQUARE YARDS GV GATE VALVE TC TOP OF CURB HP HIGH POINT TEMP TEMPORARY INV INVERT ELEVATION TS TOP OF SIDEWALK IPF IRON PIPE FOUND TW TOP OF WALL IPS IRON PIPE SET TYP TYPICAL LAT LATERAL UE UNDERGROUND ELECTRIC LF LINEAR FEET UG UNDERGROUND GAS LOS LANDSCAPE OPEN SPACE UT UNDERGROUND TELEPHONE LT LEFT UTV UNDERGROUND TELEVISION LTP LIGHT POLE VC VERTICAL CURVE LP LOW POINT W WATER MAX MAXIMUM WL WATERLINE MIN MINIMUM WM WATER METER OS OFFSET WS WATER SURFACE PRL PARKING RESTRICTION LINE WW WASTE WATER PCC POINT OF COMPOUND CURVATURE Patton Harris Rust & Associates, C Engineers. Surveyors. Planners, Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=30' SHEET FILE NO. 2 OF 12 12814-1-0 n 1 1� S Q � N t n 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROFESSIONAL SEAL o HA A ALAM THIRUMALAINNAS No. 03621 0 d 6 sSI0NAL i PROJECT 0 a A 0 a a 0 AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE I 1 I I 1 1 r % -Ir r !! C i / Q / & 0C r 00 CP r/ (k 0 4 0 f I X i jj8 AC i I - arr�c I ENTRANCE DETAIL SCALE: 1 "=100' NOTE: THE ENTRANCE LOCATED j WITHIN LIMITED ACCESS BREAK IS CONTINGENT UPON APPROVAL ir i 11111 A" 11 � L A 'M jk Patton Harris Rust & Associates, Pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. ALeesburg, VA 20175 , FT 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=100' SHEET FILE NO. 3 OF 12 12814-1-0 7 I I f LL D: Z_ ,.- OUTBACK f _ I ►�D STE W H Q U S E_ 6,163 SQUARE FEET I — I _ 4 D.d E O ! N C ice- Lj_1 REMOVE EXISTING WHEEL STOPS N 60° 19 13 W 1 II I! I 258.36 I--- _ N f I I ! 1i I co CD PROP. 6' �S/ W i CG-6 I (TYP.) 6' 3; I JJ_ L_e��' 4 S> CONCRETE---- - - —� I I CC-6 f jQ d D DUMPTSTER PAD --------- ! Ila --- d15 8 C NCRETE i 5 X 30, CT1 I� BLOCK WALL , 7 1 �! II- i DU,MP5T.ER.. ENCLOSURE_ WITH----- _------ ii y - I � �IfLl�i 00 NGLOS------- i I C) ' a META GATES - 0-) / K SCUPPER �, r�_ J j 11I(CCT�CI7I i an TL E QLE & ILI_�LIJJICI (� 00 � z a - O - �'- dAS OC. GUY WIRES o �1 �J T BE REMOVED _' 20' Cn— --_ ! I TYP. }{ t _ iq' \ t f J�l �k� (TYP) I k ° ' / co' 103.2 �l J 1_ O LO 7 I� ' oT)y ii I f IS.F.' 44,135 S.F. 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DESCRIPTION DATE CHKD REVISION PROFESSI NAL SEAL H OF U l� ,moo o B AVATSM W v THMUMALAINIVAS No. 036261 s�IONAL�� PROJECT CARRABBA'S AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE GEOMETRIC PLAN Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=20' SHEET FILE NO. 4 of 12 12814-1-0 12.112 4 ( V ! o I h \ i j I , n.*ti I i Ij I { I ` II I I, I I � � I 4 i 1 ( 19 1� Ul 1 ' 1 i II 1 i I v \ I' 1 I Ili i In 1 > 14 67 —F-- — — - -- - { ( 8AWm „} 7OUTBASk C'om R 0 / I 0 T I E C.. 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J 43 f 6 o56 \ 7 2041 TIC \\ 202C .\ 2104. � ZOTC EP \ \ \ C 212,8 L � ��. � ,/ JJ I 39 1 _1 �-----.L_--� TC EP / ^ (� 0_ 6 ' `Y` �! -.{ r , y �• h• J ! ,// .� \\ I 2 039 .1 \\ 2 1 u � - JL ! 2238 I EP27 \QFVFI OPMF" T 2 0-- —I ► �, I: EP- ' i r ..'rl I- •.I ;.�J1 J --- 1. �% I / f'.n A1 ` 'VAL SEAL 0O 16 TMUMALUNNAS No. 036261 1 '©I�6 sS1pNAL PROJECT CARRABBA'S AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE GRADING PLAN 19 EP 19EPi9 2 T 9 N') )0 h90 • �_ � 9 — 0 6 91 9-T7 E P C �- k \ 1 � , 9 00 r ETC 33 EP Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=20' SHEET FILE NO. 5 OF 12 12814-1-0 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN NO. DESCRIPTION DATE CHKD REVISION SEAL BHAKTHAVATSALAM THIRUMALAINWAS a No. 036261 �`rSIONAL �l IPROJECT � 4 4 �i l 5 e .1 --Y 1t \\ I \ 1 \` FOR PHASE I EROSION CONTROL MEASURES REFER TO "ROUGH GRADING & EROSION CONTROL PLAN" FOR KERNSTOWN COMMONS, APPROVED BY THE COUNTY ID E' E L 0 P THIS SHEET FOR EROSION &SEDIMENT CONTROL PURPOSES ONLY!!!- AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE PHASE II EROSION & SEDIMENT CONTROL PLAN Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. PH + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=20' SHEET FILE NO. 6 OF 12 1 12814-1-0 12'i I _ 4 a d I »! a�. �/' � I A l_AS h I i r O 1 (.J i__. -_ / �� 1 I - 71 5.00 / —S H % :r' VEPkIT PIPE Z4 SAr1. LA`S-. 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Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703, 777. 3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1$$=20' SHEET FILE NO. 9 of 12 12814-1-0 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROFE AL SEAL 0 l� a 77 o MARK W. THOMAS No. 916 LANDSCA� PROJECT .. p � -•/ '7 - - ;44 WAAMLIMMISMAMAILE�MAkQ AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA ry, TITLE Patton H a rris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. PH + Leesburg, VA 20175 T 703.77 7.3616 F 703.777.3725 DESIGN SURVEY MWT PHR+A DRAWN DATE MWT MAY 2006 CHECKED SCALE MWT 1 "=30' SHEET FILE NO. 11 of 12 12814-1-0 Planting Notes: 1. The planting and maintenance of all trees shall meet the specifications of the American Landscape and Nursery Association. 2. The planting of trees shall be done in accordance with either the standardized landscape specifications jointly adopted by the Virginia Nurserymen's Association, the Virginia Society of Landscape Designers, and the Virginia Chapter of the American Society of Landscape Architects, or the road and bridge specifications of the Virginia Department of Transportation. The County shall maintain current copies of these specifications available to the public. 3. All plant material shall comply with sizing and grading standards of the latest edition of "American Standard for Nursery Stock". Provide stock true to botanical name. 4. All plant material shall meet or exceed the specifications of Federal, State and County laws requiring inspection for plant disease and insect control. 5. Quantities shown in the plant schedule are given for the contractor's convenience. The contractor shall install all plant material shown or noted on the plans. 6. No Changes are to be made to the plant schedule unless first approved by the Landscape Architect. Please contact the PHR+A Planning Department at 703-777-3616. 7. The contractor shall remove all staking and guying material within one year of installation. 8. Provide plants typical of their species or variety, with normally developed branches and vigorous root systems. Provide only sound, healthy, vigorous plants free from defects, disfiguring knots, sunscale injuries, frost cracks, abrasions of the bark, plant diseases, insect eggs, borers, and all forms of infestations. 9. All landscaped areas are to be seeded, unless otherwise noted on the plan. 1o. Verify utility locations before beginning any planting operations. See general notes for more information. i 1. Plant deciduous materials in a dormant condition. Plant evergreen materials between September I and December I or in spring before new growth begins. Spray plants with anti -desiccant if to be planted at other times. 12. All planting holes to be free of rocks, gravel and other debris, See details for planting procedures. 13. Backfill trees and shrubs with topsoil and peatmoss (or leaf mold) at 3 to 1 ratio by volume. 14. Mulch tree and shrub planting pits and shrub beds with 100 percent shredded hardwood bark mulch 3" deep. 15. The contractor shall remove all dead wood or suckers and all broken or badly bruised branches, in accordance with the American Association of Nurserymen standards, to preserve the natural character of the plant. 16. A soil inoculation containing mycorrhizae, and roots biostimulants shall be added after completion of all back filling. 17. Actual placement of trees will be adjusted in field to account for conflicts with utilities. 18. Before digging call " Miss Utility" of Virginia at 1-800-552-7001. 19. All landscaping will comform with section 165-36B of the Fredrick County Zoning Ordinance. 20. Landscaping substitutions must be approved in writing by the Fredrick County Planning Department. 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROFESLO.NAL SEAL MARK W. THOMAS !!u �L PROJECT cr shown Commons Landscape, Calculations: Total Site Landscape Requirements: • Requirements • A minimum of 5% of interior portions of the Total Site Parking Lots shall be landscaped for the purpose of providing shade trees. • A N Iinimum of 1 (one) Shade Tree will be provided for every 2,000 SF of Impervious Area for the first 100,000 SF of the Lot Area ■ A Mnimum of 1 (one) Shade Tree will be provided for every 5,000 SF of Impervious Area over the first 100,000 SF • A minimum of 1 (one) Shade Tree will be provided for every 10 parking spaces • As required - A three -foot -high evergreen hedge, fence, berm, or wall shall be provided on the perimeter Landscape areas to prevent headlights from shining on public rights of way and adjoining properties. (see Planting Plan and Plant Schedule) ® Site Totals Total Site (Lots 1-8) Interior Parking Surface = 849,856 SF Minimum 5% Landscaped Islands = 43,470 SF Total Site Landscaped Islands Provided = 89,734 SF Interior Parking Surface to be Approved to Date plus (this application) = 441,596 SF Interior/Exterior Parking Lot Landscape: Lot 7: • Interior Parking Requirements ■ Lot 7 has 75 Parking Spaces requiring 8 Shade Trees ■ Interior landscape portion = 977 SF ■ Interior Shade Trees Provided = 8 (Three of which provided in Route 11 Landscape.) • Perimeter Landscape Requirements ■ Total Impervious Area = 28,205 SF ■ Perimeter Shade Trees Required (28,205 SF/2000 SF) = 14 ■ Perimeter Shade Trees Provided = 14 (Provided in Route 11 .Landscape.) M 0 TITLE SET TRUNK PLUMB PRUNE ONLY DAMAGED OR DEAD BRANCHES SECURE GUYS WITH RUBBER HOSE TO TRUNK DO NOT MULCH WITHIN 6" OF TRUNK *(2) 2"x2" WOOD STAKES SET AT 180' (ALT: STEEL FENCE POSTS) 3" OF MULCH --� SLOPE SIDES OF PLANTING HOLE NOTES: 1.*STAKE ONLY TO PREVENT WIND TIP OR WHEN PLANTING ON STEEP SLOPES 2. REMOVE ALL TAGS AND ROPES FROM BRANCHES AND ROOT BALL. REMOVE BURLAP OR WIRE r,?i BASKET FROM TOP 1 /3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE TO PREVENT ROOT BALL FROM SHIFTING 3x DIAMETER OF ROOT BALL ('1 TREE L NTI NG NOT TO SCALE PRUNE ONLY DAMAGE OR DEAD BRANCHE 2" OF MULCT CREATE A SAUCER SHAPI WITH MULCH TO HOLD WATEI SLOPE SIDES OF PLANTING HOU REMOVE BURLAP OR WIRI BASKET FROM T01 1/3 OF ROOT BALI TAMP SOIL AROUND ROOT BALI BASE FIRMLY TO PREVEN' ROOT BALL FROM SHIFTINI Vf[ I.VIV 1t%1111C.R JILG SHRUB PLANTING NOT TO SCALE I i P NT DULE I Kemstown Commons PHR+A Proj. No. 12814.1.0 PLANT SCHEDULE - Carraba's LOT 7 ID Quantity Scientific Name Common Name Planting Size Condition Deciduous Trees - Interior AC 5 Acer campestre Hedge Maple 2" Cal. B&B LANDSCAPE DETAIL!!. AVD­i�,IM���� Patton H a rris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY MWT PHR+A DRAWN DATE MWT MAY 2006 CHECKED SCALE MWT N/A SHEET FILE NO. 12 OF 12 12814-1-0 0 vi Q. 4+ v VICINITY MAP SCALE 1" = 2000' SHEET INDEX SHEET NO. TITLE 1. COVER SHEET 2. NOTES, LEGEND & ABBREVIATIONS 3. OVERALL PLAN 4. GEOMETRIC PLAN 5. GRADING PLAN 6. PHASE II EROSION & SEDIMENT CONTROL PLAN 7. EROSION & SEDIMENT CONTROL DETAILS & NARRATIVE 8. SITE DETAILS 9. UTILITY PLAN 10. UTILITY PROFILES, COMPUTATIONS, & DETAILS 11. LANDSCAPE PLAN 12. LANDSCAPE DETAILS AND NOTES k-.ARRABBA S TAX 1-17) NO.: 75 ((5)) 7 Z' NE D : B2 WATER & SEWER AGENCY POWER COMPANY Frederick County Sanitation Authority Alleghany Power P. 0. Box 1877 3463 Valley Pike Winchester, Virginia 22604 Winchester, Virginia 22604 (540) 868-1061 (540) 722-5852 P.O.C.: John Whitacre P.O.C. Christine Strecky DEPARTMENT OF PLANNING AND TELEPHONE COMPANY DEVELOPMENT Verizon County of Frederick 404 Hillandale Lane 107 North Kent Street Winchester, Virginia 22602 Winchester, Virginia 22601-5000 (540) 665-3156 (540) 665-5651 P.O.C. Larry Willingham P.O.C.: Michael Ruddy DEPARTMENT OF PUBLIC WORKS CABLE COMPANY County of Frederick Adelphia Cable 107 North Kent Street 1039 N. Frederick Pike Winchester, Virginia 22601-5000 Winchester, Virginia 22601 (540) 665-5643 (540) 667-0364 P.O.C.: Joe C. Wilder P.O.C.: Dave Cesefske VIRGINIA DEPARTMENT OF TRANSPORTAION GAS COMPANY Edinburg Residency — Land Development Shenandoah Gas 14031 Old Valley Pike P. 0. Box 2400 Edinburg, Virginia 22824 Winchester, Virginia 22604 (540) 984-5631 (540) 869-1 1 1 1 P.O.C.: Lloyd Ingram P.O.C. Tim Hockman Approved by Frederick County 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. Approvo! OWNER'S CERTIFUTE I hereby certify that the property contained in this Subdiveson is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. Date Date Date 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. Z 0 V) Ir w J H U W 3 0 W a %. m - CQ ..� n) � a O W U N -0 ao J a C) to vi L- L 0 L. Q) - 1A o� z0' �71109 0 _LO Q ~ N p 'L N to N V)Q(Dt-, -C > O O 0 t- o .� 11-- U- MAY 2006 O COPYRIGHT —REPRODUCTION OR USE OF THIS DOCUMENT IN WHOLE OR IN PART IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM PATTON HARRIS RUST & ASSOCIATES, pc. SHEET 1 OF 12 FILE NO. 12814-1-0 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, V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or trenches shall be compacted in six (6) inch lifts to 957 of theoretical maximum local regulations. In case of a discrepancy or conflict between the Standards or Specifications density as determined by AASHTO T-99 Method A, within plus or minus 2% of and Regulations, the most stringent shall govern optimum moisture for the full width of any dedicated street right-of-way. At the direction of VOOT, density tests shall be performed by a qualified independent V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and agency in accordance with VDOT Road and Bridge Specifications. Certified copies Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and of test reports shall be submitted to VDOT daily, unless specified otherwise Regulations. V3. When working within VDOT right-of-way, all traffic control, wheother permanent or temporary, V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. 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 V16. The installation of any entrances and mailboxes within any dedicated street right - the VDOT Road and Bridge Specifications. of -way shall meet VDOT minimum design standards and is the responsibility of V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including the developer. traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility V17. Prior to VDOT acceptance of any streets, all required street signage and/or companies. It is the sole responsibility of the developer to locate and identify utility facilities or pavement markings shall be installed by the developer or, at VDOT's discretion, items that may be in conflict with the proposed construction activity. VDOT approval of these by VDOT on an account receivable basis following the Manual On Uniform plans does not indemnify the developer from this responsibility. Traffic Control Devices. V5. Design features relating to field construction, regulations, and control or safety of traffic may be V18. The developer shall provide the VDOT Residency Office with a list of all material subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of sources prior to the start of construction. Copies of all invoices for materials any field revision shall be the responsibility of the developer. utilized within any dedicated street right-of-way must be provided to the local V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT VDOT Residency Office prior to acceptance of the work. Unit and total prices land use permits for any work within VDOT right-of-way. may be obscured. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged 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 and held by the engineer and/or developer with the attendance of the contractor, various County accordance with Section 304 of the VOOT Road and Bridge Specifications and agencies, utility companies and VDOT prior to initiation of work. VTM-10. A certified compaction technician shall perform these tests. Certified V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for copies of test reports shall be submitted to VDOT daily, unless specified otherwise. any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior In addition to checking stone depths, a VDOT representative shall be notified and to any required or requested inspection. given the opportunity to be present during the construction and testing of the V9. The contractor shall be responsible for maintaining adequate access to the project from the density control strip. adjacent public roadway via a construction entrance that is constructed and maintained in V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. VDOT Road and Bridge Specifications. Density shall be determined using the Furthermore, access to other properties affected by this project shall be maintained through density control strip as specified in Section 315 and VIM-76. A certified construction. The Developer shall have, within the limits of the project, an employee certified by compaction technician shall perform these tests. Certified copies of test reports the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment shall be submitted to VDOT daily, unless specified otherwise. A VDOT Control who shall inspect erosion and siltation control devices and measures on a continuous representative shall be notified and given the opportunity to be present during the basis for proper installation and operation. Deficiencies shall be promptly rectified. construction and testing of the control strip. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at V21. In accordance with Section 302.03, the foundations for pipe culverts thirty -six - the end of construction. (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 V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum findings of foundation exploration to the engineer and VDOT for approval prior thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at to placing pipe. Foundation designs shall comply with VDOT Road and Bridge conflict points. Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall VI 2. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, be determined by the engineer and approved by VDOT. voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease V22. Approval of these plans shall expire three (3) years from the date of the approval in that vicinity until an adequate design can be determined by the engineer and letter. approved by VDOT. 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. SITE NOTES 1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND USE GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE / 2003. OTHER CODE THAT APPLIES IS ICC/ANSLA 177.1-03 USABLE AND ACCESSIBLE BUILDINGS AND FACILITIES. (CAN UTILIZE THE 200 EDITION OF THE VUSBC UP TO NOV. 16, 2006 FOR PLAN DESIGN) 2. ALL REQUIRED ACCESSIBLE EGRESS SHALL BE PROVIDED TO THE EXTERIOR OF THE BUILDING. THIS SHALL BE TO EITHER AN ACCESSIBLE ROUTE FROM THE STRUCTURE OR AREA OF RESCUE ON THE LANDING WITH RATED DOOR AND WALLS WITHIN 10' FROM OPENING. (SECTION 1007.8 IBC) 3. STRUCTURAL SHALL COMPLY WITH CHAPTER 17 OF THE IBC FOR SPECIAL INSPECTION (SOILS, CONCRETE, BOLT TEST ETC.) AND THE PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 4. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. DETAILS OF PROPOSED SIGNS WILL BE PROVIDED UNDER SEPARATE COVER, WHILE APPLYING FOR SIGN PERMITS. SIGNAGE PROPOSED ALONG ROUTE 11 MUST BE A MONUMENT STYLE SIGN. CARRABBA'S SIGN SHALL BE INCORPORATED INTO MONUMENT STYLE SIGN. 5. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 6. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 7. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHAL REQUIREMENTS. 8. ALL UTILITIES TO BE PLACED UNDERGROUND INCLUDING BUT NOT LIMITED TO STORM, SANITARY, WATER, ELEC, GAS, TELEPHONE, CABLE, FIBER OPTICS, ETC. 9. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 10. SIGNS SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. 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 MARSHAL. ALL CURB AND GUTTER AROUND THE PROPOSED BUILDINGS AS WELL AS ALONG THE TRAVEL WAY THAT IS NOT DELINEATED AS PARKING SHALL BE MARKED AS "FIRE LANE NO PARKING" WITH YELLOW PAINTED CURB FACE AND FRONT ALONG WITH APPROPRIATE SIGNAGE. 12. STREET SIGNS AND STOP SIGNS SHALL BE PROVIDED BY THE DEVELOPER AT ALL ROAD INTERSECTIONS. 13. RADII INFORMATION OF PROPOSED CURBS SHOWN ON PLANS ARE TAKEN AT THE FACE OF CURB. 14. STORMWATER MANAGEMENT FOR THIS DEVELOPMENT HAS BEEN PROVIDED WITH THE OVERALL DEVELOPMENT OF KERNSTOWN COMMONS. REFER TO KERNSTOWN COMMONS SITEPLAN # 10-05. I' t 1 a00 Jlii , ►f`i C81S IS I CK2 i LSW U l U. MI CIV 1 TAX IDENTIFICATION NUMBER 75-5-7 TOTAL PARCEL AREA 1.0132 ACRES ZONING B2 USE REQUIRED SPACES PROVIDED SPACES ADDRESS ---- Restaurant 1 space per 100 sf 60 73 CURRENT USE VACANT Carrabba's 5,976 sf 3 Handicapped 4 Handicapped PROPOSED USE RESTAURANT DISTURBED AREA 0.65 ACRES ESTIMATED TRIP GENERATION 760 ADT SETBACKS REQUIRE PROVIDED FRONT 50' 50' SIDE 0' ---- REAR 0' ---- PARKING 5' 5' BUILDING HEIGHT 35' (MAX.) APPROX. 20'-0" CARRABBA'S - LOT 7 GROSS FLOOR AREA 5,976 S.F. NUMBER OF STORIES 1 TOTAL FLOOR AREA 5,976 S.F. LOT 7 AREA 1.01 ACRES FAR ALLOWED 1.0 FAR PROVIDED 0.14 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN NO. DESCRIPTION DATE CHKD REVISION 1 PROJECT WMTA A R:R i T, I �; [T3. *FOR LANDSCAPING TABULATIONS SEE LANDSCAPE PLANS THE DEVELOPER SHALL PROVIDE THE FOLLOWING: 1. BENCH MARKS WITHIN THE SITE ARE ADEQUATE FOR USE BY CONTRACTOR TO GUIDE LOT GRADING AND FINISHED FLOOR ELEVATIONS. 2. AS BUILT PLANS OF IMPROVEMENTS ARE TO BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS AS SOON AS CONSTRUCTION IS COMPLETE. >(� R rk will , 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 responsibility. 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. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 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. 8. Contractor's blasting operations shall include all future building locations, and be at depths suitable to support footing installations for all future buildings shown on this pion. 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. 011 •' • ! • CONSTRUCTION NOTES 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. The contractor shall adhere to standards and specifications in effect at the time of construction 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line. a.) The Authority shall furnish all labor and material. b.) The contractor must: 1. Make application and pay deposit. 2. Mark the tap location. 3. Coordinate installation with the engineering -assistant. 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 contractoes responsibilltg 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 Authority'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 11/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the 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 backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Mar 06 PROPOSED EXISTING ROAD CENTERLINE - ---- - --- PROPERTY LINE EASEMENT - - - BUILDING RESTRICTION LINE OR PARKING --- ----- RESTRICTION LINE CURB AND GUTTER REVERSE CURB AND GUTTER TRANSITION FROM REVERSE TO REGULAR GUTTER HEADER CURB ____..-._--.----_--_-- EDGE OF PAVEMENT EDGE OF SHOULDER ---- -� SANITARY SEWER AND MANHOLES SANITARY LATERAL AND --- CLEAN-OUT STORM SEWER --- -�- -- - STORM STRUCTURES: MANHOLES JUNCTION BOX - GRATE INLET 4fj-- --1-T - CURB DROP INLET CURB DROP INLET TRENCH DRAIN T- END WALL END SECTION :_,--- RIP -RAP o°oo L WATER APPURTENANCES: BEND WATER MAIN DEAD END ANCHOR GATE VALVE WATER METER - -`-- TEE -W---+ff-- -- �N41j4- - CROSS REDUCER/INCREASER AIR RELEASEi- 2' CONTOUR 312�`\J ! �� %1 ?��i 10' CONTOUR 0-"\--/ 310 --\_.✓ FENCE X X- GUARDRAIL TREE OR TREE LINE Y'"f YYY� 1 UNDERGROUND UT - -- --- U7 ----- TELEPHONE UNDERGROUND ELEC --- ELEC --- ELECTRIC OVERHEAD TELEPHONE OHTE -- 0HTF ----- AND/ OR ELECTRIC 15 -- SPOT ELEVATION X1015 x' UNDERGROUND GAS LINE UG - "-" UG------ BUILDING CONCRETE PAD OR WALKS _..-----._-----.__-_.__- -- FLOW LINE -� - -- -- -' WATER FEATURE -- --- - LIMITS OF CLEARING --------------- AND GRADING SIGN STREET LIGHT TEST PIT REQUIRED ABBREVIATIONS A ARC PCR POINT OF CURB RETURN AC ACRE PC POINT OF CURVATURE @ AT PP POWER POLE BM BENCH MARK PRC POINT OF REVERSE CURVATURE BLDG BUILDING PVI POINT OF VERTICAL INTERSECTION BRL BUILDING RESTRICTION LINE PVC POINT OF VERTICAL CURVATURE OR CL CENTERLINE POLYVINYL CHLORIDE C RATIONAL RUNOFF COEFFICIENT PVMT PAVEMENT CG CURB AND GUTTER PVT POINT OF VERTICAL TANGENCY CH CHORD PT POINT OF TANGENCY CO CLEAN OUT PL PROPERTY LINE CON CONCRETE PROP PROPOSED CMP CORRUGATED METAL PIPE R RADIUS CY CUBIC YARDS RED REDUCER XING CROSSING RCP REINFORCED CONCRETE PIPE DI DROP INLET RT RIGHT DIA DIAMETER ROW RIGHT-OF-WAY DNG DRAINAGE SAN SANITARY EP EDGE OF PAVEMENT SEW SEWER ESMT EASEMENT SHLD SHOULDER EX EXISTING SHT SHEET FC FACE OF CURB SD SIGHT DISTANCE FH FIRE HYDRANT SF SQUARE FOOT FF FIRST FLOOR OR FINISHED FLOOR STA STATION FL FLOW LINE STM STORM FM FORCE MAIN SY SQUARE YARDS GV GATE VALVE TC TOP OF CURB HP HIGH POINT TEMP TEMPORARY INV INVERT ELEVATION TS TOP OF SIDEWALK IPF IRON PIPE FOUND TW TOP OF WALL IPS IRON PIPE SET TYP TYPICAL LAT LATERAL UE UNDERGROUND ELECTRIC LF LINEAR FEET UG UNDERGROUND GAS LOS LANDSCAPE OPEN SPACE UT UNDERGROUND TELEPHONE LT LEFT UTV UNDERGROUND TELEVISION LTP LIGHT POLE VC VERTICAL CURVE LP LOW POINT W WATER MAX MAXIMUM WL WATERLINE MIN MINIMUM WM WATER METER OS OFFSET WS WATER SURFACE PRL PARKING RESTRICTION LINE WW WASTE WATER PCC POINT OF COMPOUND CURVATURE Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703, 777. 3616 PH IF 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=30' SHEET FILE NO. 2 of 12 1 12814-1-0 ro n rt x — ---- 4 x I 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROFESSIONAL SEAL Ati2 OF t VATSALAM THIRUMALUMAS No. 036261 o g111�a6ti� SSI0NAL PROJECT A m `• & w 0 & 'mm AA .. AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA OVERALL PLAN ENTRANCE DETAIL SCALE: 1 "=100' NOTE: THE ENTRANCE LOCATED WITHIN LIMITED ACCESS BREAK IS CONTINGENT UPON APPROVAL Patton Harris Rust & Associates, Pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. Leesburg, VA 20175 R+A T 703.777.3616 PH F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=100' SHEET FILE NO. 3 of 12 12814--1-0 h ii IDa1K. I : i REMOVE EXISTING _ II H P - -- ---- ! n I WHEEL STOPS N 60' 19 13 W I CP I -------- I `v I 258.36' I : , o ' ` (TYP.) _ -- �0- D CD PROP. 6' n I CG — 6— Q I =- (TYP.) A `� � I �" � G���'� CONCRETE DUMPTSTER PAD CG-6 p I (TYP.)D , 4 G 7 8' CONCRETE ------ (J1 X 34 BLOCK WALL -- ° Y DUMPSTER ENCLOSURE WfTH i - v NCLOS METAL GATES 15 15 i _- - ----- SCUPPER d � I to p iRw.1q i. I _ I o I E E& z I F I °'00 Ll �- 0 OC. GUY WIRES o d. � p o o i z � T BE REMOVED m y P , ��� L�-L)1_!.-LJLL.J_��� - � D 2 2' $ --- / i ---- ------------ I v I �16.9 , o cn P --_- 1 l �� �— — wI j I I (TYP.) C '�. co^ I 103.2_' ! Ful o _ _ LOT 7 I. 78. o w - aDo,O(o4° HANDICAP p - 44,1 5 S.F...----- -------- �I - - �f >IGN (TYP.) PROP 6 S/ LitI o 12N 6, N 6, 00 i o _ 12B { __--1 i ! I I - I I I -------- (TYP.) (TYP.) (TYP.) ! , , I 7 SPACES THAT MAY BE i I I REMOVE EXISTING i ----_-_-- I I Imo/ SED BY l a McDONALD-_S-_- _-.__. WHEEL STOPS N6O'19'13W USTOMERS II 258 6 ' I I I > iJ 71.Eif D' N A 17 I I I I i I C7 ri ' , I! ! 1 II _- . _, ._ -,�__ _ =.��.. _ II (� ' �;'� _._, •j � iy; / / ��, ;� � I /% I I � iI I i i '` o I i � I l I � I ;� I +�� a'f �✓j � � II � ._.__ ._____ i.i I I �I - I I III ; __ ---- ----- ---71 FUTURE DEVELOPMENT N I A n I 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROFESSI NAL SEAL 'lH OF 0 o B VATS THIRUMALAINIVAS a No. 036261 o sgl,,rz'G� ZONALl CARRABBA'S AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE GEOMETRIC PLAN Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E_ T Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=20' SHEET FILE NO. 4 of 12 12814-1-0 4 . II 'I IIIIIIIIIIII]IN[I I REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN 3 REVISED PER FCSA COMMENTS 8/16/06 BTN NO. DESCRIPTION DATE CHKD REVISION T-5--.0`0 E'I ,� ! l pf V.-- 1> 14 67 ' J:7 -1 Tc, uUmTRACK 3 -8" QP�@ 1-6- 7.5% b S I EAK H U/U S E > 6,163 SQUAF�E FEET "Elf CDP TC v -9 9 J L-Cip- b4 0 IN C 9Q-0 14" A 20Tc EP 1911 2 10 -0" 9 E TS 2 �EQ-,5 1GLIARING-W 28 20E GRACING mw mpg FF7 R�7 F�*'. 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F. 47 1 Tqz,=--�i- 02TA, a AL -A 'E -7 1�1ono 2 04�181 1771 _2 28 19 1 U11 L TIC X EP 18 3 %X 2 Ofi- 0() 1 9L4 0.86% 2 Off P EP 0 N 6, X �05Q � TC 120-6-1 Z�- 'do 'A N 60- EP Ir 4 � \ �E it i i \\ 0 7 2 TQ GO ]> -17II m FTJ --7 !7 M jig J_� " -1 61 (_EP P TC 2 3-E 7-1 7 2- 0' 21 9 .6 20 2 0 T C EP �,L4 v i2 1 Z0TC. TIC ,; 2 T 2 02T-c' 2 02�-' EP 9 L 06 2039 %-2 E P 2 2 3 18 J E, 22 f Li L - ------ \2 o27:- 0) 0 P r N I A N I n A i PROFESS31QNAL SEAL "311 OF C) 0 VATS a THEUMALAINIVAS No. 036261 IONAL PROJECT CARRABBA'S AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE GRADING PLAN 21 '18 NC-) -- -------- ------ 19 ao_ 0 Og��C- 7 EP -T 33 EP Patton Harris Rust & Associatespc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 Z- 7� CP DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 " =20' SHEET FILE NO. 5 OF 12 12814-1-0 I REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN 3 REVISED PER FCSA COMMENTS 8/16/06 BTN NO. DESCRIPTION I DATE J CHKD REVISION PROFESSIONAL SEAL op AS ALAM !No. aA TTHIRUM6 261 ANAL PROJECT CARRABBA'S i % I I i s , , , l , i G X - i , , \ L 7Q CP FOR PHASE I EROSION CONTROL MEASURES REFER TO "ROUGH GRADING & EROSION CONTROL PLAN" FOR KERNSTOWN COMMONS, APPROVED BY THE COUNTY THIS SHEET FOR EROSION &SEDIMENT CONTROL PURPOSES ONLY!!! - AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE PHASE II EROSION & SEDIMENT CONTROL PLAN Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. Leesburg, VA 20175 P -R+- A T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=20' SHEET FILE NO. 6 of 12 1 12814-1-0 EROSION AND SEDIMENT CONTROL LEGEND 07 STORM DRAIN INLET lP PROTECTION ID LIMITS OF CLEARING & GRADING DRAINAGE DIVIDES • ` - • • IF • - • - MNo MAI 1 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 1 BTN DESCRIPTION EROSION CONLRO 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 land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) All disturbed areas shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, etc.) b) Submittal of certified as -built of all improvements 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 all improvements have been constructed in accordance with the approved plan. 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 toi have stone base installed at the earliest passible 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 prowided 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. GRAVEL CURB INLET SE1911MENT FILTER 1 GRAVEL FILTER RUNOFF WATER T II [fill I SEDIMENT WIRE MESH FILTERED WATER CONCRETE GUTTER CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. + GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC . 07 0 PLATE 3.07-6 m:r • •I JAI • - The proposed site consists of development of a 1.01 acre parcel into restaurant use. The proposed land disturbance activities will include final grading of the entire site and consturction of a Carrobba's, associated parking lots, and utilities. Land disturbance due to this construction is approximately 0.65 acres. Sediment control for the proposed construction activities will be in accordance with the policies and requirements of the Virginia Erosion & Sediment Control Handbook. As required, this plan proposes Erosion and Sediment Control in two separate phases. Existing site conditions The site is currently vacant and has been rough graded. Slopes range from 2 to 8 percent. Adjacent property VA State Route 37 bounds the site to the north. Miller Honda Auto Dealer is to the south, US Route 11 to the west and 1-81 to the east. The limits of disturbance will be marked either with silt fence or stakes and flagging. Offsite Areas There will be no offsite disturbance. Soils data The onsite soils in order of decreasing on site area are: 6C Carbo—Oaklet Soil Association, 58 Carbo silt loam soil, and 32B Oaklet silt loam. The 5B Carbo silt loam soil is moderately deep, gently sloping and well drained. The surface layer consists of about 9 inches of brown silt loam. The subsoil, to about 26 inches is strong firm clay. The depth to bedrock is about 26 inches. These soils have a moderate erosion hazard and are in the hydrologic soils group C The 6C Carbo—Oaklet Soil Association soils are silt loam's and belong to Hydrologic Soil Group "C". This map unit consists of moderately deep, gently sloping, well—droined soils on side slopes, ridge tops, and hilltops. The silt loam surface layer is 9 inches thick and is underlain by 26 inches of firm clay. Limestone bedrock underlies the site at about 26 inches. Permeability is slow and erosion hazard is severe. The shrink —swell potential is high. 32B Oaklet silt loam soils are very deep, and well drained. The surface layer consists of 5 inches of dark brown silt loam. The subsoil, to about 11 inches is silt loam below that to 60 inches is yellow brown clay. The depth to bedrock is about 60 inches. These soils have a moderate erosion hazard. These soils are in the hydrologic soils group C. Critical Areas The sediment control measures will be installed as soon as possible to limit sediment delivery off —site during construction. Steep Slope Areas: Any areas with slopes greater than 3:1 shall be stabilized with EC-2 Matting and Crownvetch seeding mixture. Erosion control program Erosion control shall be maximized through rapid stabilization of the disturbed .areas and by diverting clean water and erosive flows around or through disturbed or-eas in a non —erosive manner. Not more than 7 calendar days will elapse with any disturbed area remiaining denuded. Temporary cover, by seeding and/or mulching, shall be applied to areas that will Ibe exposed for a period of greater than 7 days, before permanent stabilization. Permanent cover should be provided over all disturbed areas as soon as possible upon achieving final grade, by means of seeding and mulching, sodding and pegging, paving, or as otherwise directed by the plan. Likewise, all stockpiles shall be stabilized within 7 days of achieving final grades. Utility lines shall be seeded and, mulched within 7 days after backfilling to the proposed grade. All temporary diversion dikes shall be seeded and mulched immediately after construction. Sediment control program Sediment control shall be accomplished through rapid stabilization and by the installation of mechanical devices, as shown on the plans: Structural practices 1. Temporary Construction Entrances with wash racks (CE) and settling areas as shown on the Phase I plan. The contractor to supply water source by providing a water truck/water tank on —site for washing vehicles before entering the public road. 2. Silt Fence (SF) 3. Diversion Dikes (DD) & Diversions (DV) 4. Stream Crossing (SC) 5. Sediment Traps (ST) 6. Sediment Basins (SB) 7. Check Dams (CD) Vegetative practices 1. Topsoiling (Stockpiles) — Topsoil will be stripped from areas to be graded and stockpiled for later use. Stockpile locations shall be located on —site in open space areas and to be stabilized with temporary vegetation. 2. Temporary Seeding — All denuded areas that will be left dormant for extended periods of time shall be seeded with fast germinating temporary vegetation immediately following grading. Selection of the seed mixture will depend on the time of the year it is applied. 3. Erosion Control Blankets or Mulch — Erosion control blankets will be installed over fill slopes which have been brought to final grade and seeded to protect the slopes from rill and gully erosion and allow the seed to germinate properly. Mulch (straw or fiber) will be used on relatively flat areas and will be applied as a second step in the seeding operation. All siltation control measures are intended to prevent sediment from encroaching into environmentally sensitive areas or onto adjacent properties and roadways. TITLE , Y arw a � x Y 4.51, a F v Phasing of Land Disturbing Activities Phase I: (As per "Rough Grading & Erosion Control Plans" for Kernstown Commons, approved by the County) Phase II: The Phase II sediment control measures are intended for the final stages of site development. Phase I control measures, which are not in conflict with final construction and provide effective control, shall remain in place for final development. The contractor and the responsible land disturber shall follow the county inspector's direction in providing additional control measures needed during the development process, to insure that sediment is prevented from polluting off —site areas, streams and/or protected on —site areas. The following sequence of construction is suggested: 1. Ensure the integrity of all perimeter sediment control measures installed in Phase I. 2. Complete rough grading of building pads, roads and parking lots. 3. Install the sanitary lateral. 4. Install the storm sewer. Install Inlet Protection (IP) as shown on the Phase II plan. 5. Install water service lines. 6. Perform grading of the remainder of the site. 7. Install base pavement. 8. Provide landscaping and permanently stabilize the site with planting and seeding. 9. Install final pavement 10. Obtain county inspectors approval prior to the removal of any mechanical sediment controls. Permanent stabilization All areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Seeding shall be done with Kentucky 31 Tall Fescue according to Std. & Spec. 3.32, Permanent Seeding, of The Virginia Erosion and Sediment Control Handbook. Erosion control blankets will be installed over fill slopes," which have been brought to final grade and have been seeded. This will protect the slopes from rill and gully erosion and allow the seed to germinate properly. Mulch (straw or fiber) will be used on relatively flat areas. In all seeding operations, seed, fertilizer and lime will be applied prior to mulching. Maintenance program In general all erosion and sediment control measures will be checked daily and after each significant rainfall event. The following measures will be checked in particular: Construction Entrances: Inspections shall be made daily for entrance integrity; required repairs shall be made immediately. Silt Fence: Inspections shall be made daily for fence integrity; required repairs shall be made immediately. Sediment is to be removed when deposits reach one—half the fence height. Diversion Dikes, Diversions and Right of Way Diversions: Dikes shall be checked for sediment accumulation after each significant rainfall; repair as needed. Silt traps and sediment basins: traps shall be checked regularly for sediment cleanout. Tree Protection: Inspections shall be made daily for fence integrity; required repair shall be made immediately. Permanent seeding: Seeded areas shall be checked regularly to assure a good stand of grass is being maintained. Areas that fail to establish vegetative cover adequate to prevent rill erosion shall be re —seeded as soon as they are identified. Mulching: All mulched areas shall be inspected periodically, particularly after rainstorms, to check for rill erosion; repair as needed. Devices shown are to be considered as minimum erosion and sedimentation controls. Additional controls may be necessary due to contractor's phasing or other unanticipated conditions. It is the contractor's responsibility to provide additional devices as necessary in order to control erosion and sedimentation. Erosion and sedimentation measures shall be installed and maintained in accordance with the standards and specifications in the Virginia Erosion and Sediment Control Handbook, Third Edition. The contractor is to provide adequate means of cleaning and removing all laying dust as necessary by applying either moisture, calcium chloride, or other approved materials along those sections of the project adjacent to existing dwellings or public access. Controls may be removed after the areas above them have been stabilized and with the approval of the County Inspector. Special Care Notes It is the intent of this plan to preclude sediment pollution from leaving the delineated construction zones. The contractor and the responsible land disturber shall take special care to prevent construction debris and mud from being tracked onto surrounding public and private roads. Construction traffic shall only enter and exit the construction site via designated locations, which have working construction traffic wash racks. The contractor and responsible land disturber shall take special care to protect the existing vegetation and streams outside of the designated limits of work shown on the plans. Patton H arris Rust & Associatespc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 703.777.3725 DESIGN �SURVEY - , DATE t 2006 'CHECKED :FILE NO. INSERTABLE SHEET A15I TABLE OF QUANTITIES a-3ase.x CG-12 GENERAL NOTES: I, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARW4 TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTMIT INTEGRAL SURFACE CdVERNO THE FILL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH 'THE APPROVAL OF THE ENGINEER. TYPE A S. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR LOOR OR BY USIING�EPERMSSI'BLE COMNUSTRUC�TION JOOIIENTT WITH REQ�UIIRED BARS. 4, THAT AA.7JAMP OIN� FLAPRED S S N BESCAST IN PLACE TTERFOR �PLACEMENT SO PRECAST RAMP FLOOR. PRECAST C04CRETE SHALL BE CLASS A-4. MIN 5, REQUIRED BARS ARE TO BE NO,5 X 8" PLACED V CENTER TO CENTER ALONG 12�1 BOTH SIDES OF THE RAMP FLOOR,M!D-DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER N/=". 77 12'1 Ax S. CURB / CURB *0 CUTTER SLOPE TRANSITIONS ADJACENT TO CURB RA40S ARE INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO PE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER, THEY ARE TO B PROVIDED ! AT INTERSECTIONS WHEREVEAN R CROSSESSA�ClER1BOREbAROLEgTE NSTHE OF WHETHER SIDEWALK ISHIGHWAY FACILITY EXSTING PROPOSED, OR NONEEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRbSSWA KS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED SENND VEHICLE STOP LINES, EXISTING LIGHT POLES FIRE 1 +1 HYDRANTS DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTIN000S UNOBSTRUbTED STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL � 124M ACCESSIBLE. ELEMENTS OF A FACCITY THAT CAN BE APPROACHED, ENTERED 5 �,� AND USED BY PEDESTRIANS, 8, RAMPS MAY SE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2. WN AT q"HIGHER THAN THE CURS OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EOG bF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT Xt* SAME AS TOP OF CURB P.ERPENOICLLAR TO THE CURB. ppq 9 ACCOMMODAT THE TYP SIDEWALK OFF ANK. WHEN T'OPHE ATED ENTRANCE TRUCK DT TYPE C TRAFFICUCK R�FIRC) FOR OCHRE p13,COMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR 10. THE M+,%CBM( WIDTH SHALL BE THIN E WIDTH OFF THECTION ITSHAAPEO�E PATPATH. 1.6" - 2.4• TRUNCATED DOME C•C11!0 O O O 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 010 O 0 OT + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0in o14 , V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0to U N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 in 0 2 SOX - 65Y. OF BASE OIAMETER 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 1 4•VARIABLE B _ DIAV 4' MINIMUM. PAY LIMITS II TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET I OF 4 CG-12 DETECTABLE WARNING SURFACE REV.7/05 GENERAL NOTES 105 203,05 VIRM,A DEPARTMENT OF TRANSPORTATION 502 INSERTABLE SHEET A86 PS-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FLL TOP OF FILL. GROUND LINE H - GROUND LINE H -. GROUND LINE H TA D.12" �r � rj EARTH a ROCIK OR � p.1P p.12• S_ �/ EARTH d d SOHLEIONG d 0_/E2 4" D/2 D/2 b MATES MN. 1/10 0� � BEDDING % D X 0 BEDDING MAIL PER MVO PER X D X Apli, 1lf0 0 j', T��� �D MATERIAL MATERIAL 1' OF N X --�I X MIN,6". FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAIL 24" ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE MAN. 1.5 x 0 �i+ MIN, 1.5 x^D �I HDf. LS x 0 MN. i.S x 0 H MN. 16 x D __i _ MN, 1.5 x D y I �- TRW OF T TOP OF FILL fLl I TOP OFiFLI-1t- - --� r /rrrr/ � /ii//i rrrrr rrr/ r/ii// � = rrrr/rrr//rrr rrrrrri r/// r - rrrrr/rrrrirr ririrrr/iiirr `- / / / rrrrr/r = • f rrr/r i/ // -- r r fi i =_ - Jf ,,r/� rrr rrr rrrrr riirirrirrr rr/irrrrr/r D•t2" d LIE /r/rr 0.12"- / / GROUND LINE 0'n" //rrr/rr/ rrrrrrrrrr r/rr/rrrr rrrrr/rr/ _GROUND d - L� 0/2_ EARTH 4�ODNG ROCX OR / MN. 1/10 D � MIN. 1/10 0 � SOYIEL Ut0 % 0 % BEDDING EARTH X "x-- 0 -•` X �+ BEDDING ' " n MATERIAL MATERIAL NORMAL EARTH FOUNDATION mn ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX24" OTHERWISE UNSUITABLE MATERIAL M SECT140 ION 302E TIRIAL NE ARROADMIVNMD SPECIFICATIONS. REGULAR BACKFLL MATERIAL IN ACCORDANCE ® WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CLASS I BACKFLL MATERIAL IN ACCORDANCE VAIN SECTION 302 OF THE ROAD NO BRIDGE SPECIFICATIONS. ® EMBANKMENT TPIPE. THE LIMITS OFF T� A S 1BACRIFLL MATERIAL SHALL BE NOTE! PLASTIC XARH EXTENDED SHEET IOF 4 IIHitIa INSTALLATION OF PIPE CULVERTS AND. STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 302 REV.1/04 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01 5. � SIGN Z (SEE DETAIL 9.0, * 9' FOR VAN ACCESSIBLE SPACES HANDICAPPED PARKING DETAIL (NO SCALE) 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN NO. DESCRIPTION DATE CHKD REVISION 05 DOWELS, 8" LONG A ERMISSI8LE AT t2" C.0 ""r CONSTRUCTION S' M6N, JOINT 124 MA% 12-1 MAX 2 B ' RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET tOF 4 FOR DETAILS • „ MAMI H FACE SHAPE OF ROADWAY CURB BACK OF CURB 48 20 1 48 , 2 MIN. SECTION A -A ERMISSIBLE CCOONSTRUCTION • r "SECTION B-B NOTE, FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4, TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT AINIdIAdIRAMP FLENGTH EET 4" CUR 6'1 CURS 0 4 8 1 5 7 2 5 8 3 6 4 6 t 5 10 15 6 14 15 Y V) (A O m U CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK N07EI THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE, SHEET 3 OF 4 OG-12 DETECTABLE WARNING SURFACE n5'0052 TYPE B (PARALLEL) APPLICATION R V 7/0 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 R1-1 30" x 30" PROFESSI NAL SEAL � o f o B VATSAUM a U THIRUMALAINIVAS No. 036261 sto aL � DI.3a36,3C rveauerw rns,r INLET BAR A GUTTER FACE OF CURB IXRACX PLAN BACK OF SIDEWALK JOINT WON SECTION A -A / KEYED CONST. JOINT p rlA0pppgJApTTCR I /A,ft A OU DIAMETER BARS E WEEP HME FRONT ELEVATION BARS F " p- „ BARS e -:J --"� (GUTTER REMOVED) 1,, �$ 5XI/4' BENT PLATE SECTION B-B TYPE A NOSE DETAIL SMALL BE USED WITH CG•3 i CG•7 STANDARDS, R "• " L2'/t"%2'/t X'A" •"•• GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CC-2 STANDARDS. TYPE A TYPE B %1" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE Of 65'30' TO ANGLE YtOHN AT 2'C•C. CONNECTORS ARID IS TO BE ANCHORED WITH Y:" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. " APR. PAVEMENT 01-3A H l ,I pl•38 L Ea-3C L �+�`; • .. WARPED PAVEMENT xi-I z I 1 -------------- C) -► OJ FLOW OJ FLQW DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET I OF 2 STANDARD CURB DROP INLET SIB 12'' - 30" PIPE, MAXIMUM DEPTH (H) a 8' 233 104.09 VIRGMAA DEPARTMENT OF TRANSPORTATION 302 PROJECT (WHITE LETTERS ON BLUE REFLECT IVE BACKGROUND) 12" _ do -'I DMV PERMIT REQUIRED 00 $XX FINE x $XX - AS APPLICABLE NOTE: SIGNS SHALL BE MOUNTED TO BUILDING AT HEIGHTS SPECIFIED NOTE: THE DOLLAR AMOUNT DISPLAYED ON THE SIGN SHALL BE AS SPECIFIED IN COUNTY CODE. CARRABBA'S AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA F GENERAL 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED N THE STANDARD PC-1TABLES UNLESS OTHERW145E NOTED ON THE PLANS. 2. H •HEOMHT OF COVER MEASURED FROM TOP Of CULVERT TO FINISHED GRADE. 3. D • EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM WARM SOT.. CIRCULAR PIPE 1. 0 • OUTSIDE DIAMETER OF PIPE. 2, d • INSIDE DIAMETER Of PIPE. 3, X WtD'TH OF CLASS I BACXftL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X • 12" WHERE d IS LESS THAN 36". X 18" WHERE d IS 36" AND GREATER. 4. wHERE, WKCTEO BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR EARTH FdIDATIQNS IDfR RIDUTlE ENTRANCE PIPE (EXCEPT PLASTIC PPE) 30 LC33 N DIAPER R WI liIOFT OF COVER tS' OR LESS. S. REGULAR BACKFLL MATERIAL MAY BE USED N LEU OF CLASS 1 BACKFTLL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS N DIAMETER WITH HEIGHT OF COVER IVOR LESS. 8, BEDDING MATERIAL AND CLASS I BACKT LL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT NLLET (01-0) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. SI OUITSIE SPAN ONENSION OF PPE. 2. 32 • INSIDE SPAN DIMENSION OF PPE. 3. R • OUT'SDE RISE DIMENSION OF PPE. 4. X • WIDITH OF CLASS ISACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PPE. X • 12` WHERE IS ESS THAN 38". X • IB• WHERE 1S W AND GREATER 5. WHERE DIMCTEO BY THE BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 1S'OR LESS 6. REGULAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS 1 BACXF9.L MATERIAL FOR ILL FQIJINQATKXN TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 1S 38" OR LESS AND t HCFR DIN COVER IS' OR LESS. PIPE ARCH t. S SSEPEEAN DIMENSION TABLEFOFFFRPIPE 2. R RISE DIMENSION , 4, x • W1DTI OFt2qCL IBACKFLL MATERICH E AL BEYONDTHEEXTREMITY OF THE PPE. X • IS" ib S2 IS 36IS 5S THAN 36" AND GREATER S- WHERE DIRECTED BY THE ENGNEER.BEOONG MATE 11 MAY BE NRINATED fOR ID NORMAL EARTH FOUNDATIONS HER ROUTINE ENTR Icf PPE WHERE S2 IS 35" OR LE(SSSLANO HEIGHT OF COVER 15' OR LESS. p 6, ALLOR f � A7" TYPES FEFOOR MAY BE ENTRANCE PIPE WIEU OF HERE S �5 OR LESSS�AND HEIGHT OF COVER IV OR LESS. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS > NEW.1/04 GENERAL NOTES 302 107.OD VIRGINIA DEPARTMENT OF TRANSPORTATION 303 SHAPE TO ELEVATION OF MD -POINT OF LARGEST PIPE. '• • •. 4 �8>e SLOPE TO DRAW TO INVERT OF OUTLET PIPE ECTION A -A IF TREATMENT IN DROP INLETS SLOPE TO SARI �. OUTLET PPE .aM.v � wn ar u PLAN METHOD OF TREATMENT IN MANHOLES occream "°°I°'� STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.06 6"X 6" WELDED WIRE FABRIC PAVEMENT SECTION FOR PARKING LOT N.T.S. NOTE: PROPOSED MATERIAL DEPTHS ARE BASED ON AN ASSUMED SSV VALUE OF 6. ACTUAL MATERIAL DEPTH MUST BE CALCULATED BASED ON KNOWN CBR VALUES AND DESIGNED ACCORDING TO 2000 PAVEMENT DESIGN GUIDE. THE TYPICAL PAVEMENT SECTIONS WILL BE REVISED ONCE ACTUAL CBR TESTS OF COMPACTED SUBGRADE ARE PERFORMED. SITE DETAILS MNIMUMIDN DAhECTION/OF DRAINAOGOE AS SHOWN ON PLANS ���1•E��000OVE�©®o0000i1��1i�� I�a�anl■i�©ram©�IIT�i'Ti�E'�0®o�©ca>aos�i •����' ���o�����:>sir.�:���Es�■■E�®�E�i'�IEs��ia��� �i���x�ll�©��a�l��r�.'•i���r���'�II�■��'•i!m�E�l�lia��s>a•�s�� �i>Itw�'•©I�:�r�a�i,�alE��sna.E�E���'•c�r>;/E�rar���>s�•iia•�'i>• 'ii�'i=�©©•���ET�t'������WO I�O�•�i� " E��4FM�©E�r>•E�i1©id��T� tr)a�T��II?�fl7�iai�i'?Armor•�t��r�f�•ra�E�■I �rI�E�71�n�i�lE�sa iTIM ��s��a•�il�r��Ez�r �mrr.M�aI��E��■r'•ir>�'a�r'rr�>a�a�a��a��i�� iL.� E C7i�5�E31 �©E MoMWM tMMMMKMilMMM MW=WrM NOTES 1. OF INLET WN ON PLANS. 7 " SMOOTH DOWELS iS . THIS AREA MAY BE EARTHEN,YOONLY �TO TWILI PLACED IN AREAS ADVENT IV' C-CABUTTINO 71 EXPANSION APPLY J 2. THE "IT' HF DIMENSION ONTfif STANDARDS COCOTO PREVENT AND HSEHOWN ON THE PLANS WILL MEASURED FROM INVERT OF 7 OUTFALL 3" 16. CONCRETE QUANTITIES SHOWN AREAFCOR DEPTH WITHOUT PEES. T AMOUNT pTHE PIPE TO THE TOP OP OF THE STRUCTURE. AN "If APPROXIMME ACTUAL 8. DIAMETER WEEP HOLE TO LOCATED TO BE MATERIAL.HARDWARE ECLOTH (H) OF W-2" TED TO DR ESTIMATINGSPURPOSES AND THE T12 12" PLASTIC H -� FOR INLI S OF P OR SHALL BEDETERBY MINEDTHE WIRE. R MESH HARDWARE A�IZEpNOR 0_�FF_�REYNT OApDE UDC NC EACH F OOT CONTRACTOR wE03 NTE DS 4 F MLY TO THE OUTSIDE OF DEPTH, 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE, TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. L[NOTH OP8E LE IRON AS SHOWN ON SHEET 1 IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 9. ALL REINFORCING STEEL SHALL HAVE A AKIN. COVER OF 2". OF 2 IS TO L +16" AT 4.10 LBS./FT,. INCLUDED N THE 810 PRICE FOR THE STRUCTURE. 18. M DENOTES LENGTH OF ONE (1) BAR. 10. ALL REIFORCNC STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2", 19. ALL REINFORCING BARS TO BEANS, 4, PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE INVERT OF THE STRUCTURE SHAPED 1l CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET 15 USED IN 4'-0" MEDWN,BACK OF INLET IS TO SE SHAPED TO CONFORM TO SHALL SE WITH CEMENT MORTAR TO PREVENT STANDING OR PONONC OF WATER (3000 PSI), PRECAST CONCRETE IS TO BE 4000 PSI, PROPOSED CURB. IN THE STRUCTURE, THE COST OF FURNSHNG AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH Of SLOT (L) WILL, IN EVERY CASE, BE PLANS. THE SHAPING IS TO BE INCLUDED IN THE 80 PRICE FOR THE STRUCTURE, SHOWN ON 13. IF INLETCONSTRUCTEDOAS OR CUTTER IN MEDIAN S. STEPS ARE TO BE PROVIDED WH#N Hi IS 41•011 WITH BE OR GREATER. FOR DETAILS SEE STANDARD ST-1, OMITTED IEEE DETAIL). 6. 'PHIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING 01•MB. Shot 2 of 2 11 W STANDARD CURB DROP INLET 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VIRGINIA DEPARTMENT OF TRANSPORTATIONr7;W- .10 NOTES( 1. THS ITEM MAY BE PRECAST OR CAST IN PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI K PRECAST. 3. COMBINATION CURB 4 CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURSI SHALL BE PAD FOR AS RADIAL COMBINATION CURB CUTTER. 4•FOR USE WITH STABLFIED OPEN-GRADEO DRAINAGE LAYER THE BOTTOM OF THE CURB AND CUTTER Ek: BE CONSTRUCTED PARALLEL 70 THE SLOPE 0: SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5, THIS CURB MAY BE USED WREN (ES" SPEED 15 40 MPH OR LESS ON RURAL HICH LAYS AND 45 MPH( OR 4. I 1" 2" R LESS IN DEVELOPED URBAN Q SUBURBAN R' AREAS. THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CC-7 IS REQUIRED. , P r 1' D ♦ , A D D D 7- w THE BOTTOM OF THE CURB AND CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MNMUM DEPTH OF 7' IS MAINTAINED, THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR REFERENCE COMBINATION 6" CURB & GUTTER tOS S02 VIRGINIA DEPARTMENT OF TRNJSP0RTATp11 201.03 ;ETE REQUIRED ACTED TO ASSHTO-T99 (NO SCALE) VARIES -SEE PLAN CLASS A3 CONC. A �. 4 d° •. d d ° ° d 3. . #4 ® 12" EW 4" SELECT MATL VDOT 21B AGGREGATE COMPACTED SUBGRADE AGGREGAGA TE BASE TYPICAL SECTION CONCRETE PAVEMENT FOR LOADING AND DUMPSTER PAD (P2) (NO SCALE NOTE: CONTRACTION/EXPANSION JOINTS SHALL BE PROVIDED AT 30 FT. INTERVALS IN ACCORDANCE WITH VDOT STD. PR-2 ALL JOINTS SHALL BE SEALED IN ACCORDANCE WITH VDOT ALTERNATE 1 "x6"S 2" RADIUS 4" a A d . ' d. C d d (� .. ° 6' ---------------- 2'- 0' REVERSE CURB & GUTTER NOTES: (NO SCALE) CG-6R - PROVIDE WHERE INDICATED ON SITE PLAN CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4,000 P.S.I. IF PRECAST. Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E, + Leesburg, VA 20175 -T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN N/A SHEET FILE No. 8 OF 12 12814-1-0 R r- T / ` EA i�._ I } 17 �S y I {J �, E Ijf )"' VENT PIPE 'J. ,Y 14-6 SAN, LAT. `V'/�- :� i IN. 2.08% ,r i I v _ GO OUTRAC 111 4 GREASE 3 — 8 CP @ 1 . fl > \ „ \ j I I I 1 p 6,163 SC tJA , FEET ` _ I P iV. _ F Pr ,' ` }` �.. h. � _ � �r � � '( - ,it-� � i `�'� p. lV ��.•- _''`_ - ` ___--r-- --f-_��+,�� �r AV _ � f� � � I \ j �1 � + �" i �� LJ—_.�._.. INV. -- 71 5.00 (8) q / I m i \ I [i 7 ;v - 'r t`�' ` C- b t l i7 jV p__�_._.�__......-.' } �//'�{f [4/ (,'�G� �; t�,),�AI , D I. p .1�. D !1 4, F;. ..a ��,� _ .l .''��s/'"- f'.: \�(� , TRASH ��l-'p � - _� .r �..._./ -i_NC 0S� RE' ' 1 e D ; r , 00 i (. �\ �-_ __EGT�'lCP,�_ i I I - r \-; I -`, ---- - - 20 WATERLINE --- i�� =, f 1 I vvv } EASEMENT 1 - I PRI � AR�Y l � � ! n v� I ! ; "— !- - _ 2 DOMESTIC ;� WATER SERVICE 8" X6"RED 'CER` ER ET,E (MA BE I NST -L'LE ViVI -� - - _ v I SIDE BLDi PE �� _ % j �- i v 0 �CSA REQU I REM NTS 1 !I � i i i I i i f � I C� }�'.,.! �. i �✓?,h'+,Y , � f y - .! ,,.T v- �" r i f � I , ,� ��`� •., � j} I � ,� v,' ;)%C.C'i' v. �.�,_ '.! �'t��r k�' '.X .-y'�%;'` � 1 lk �� ' � I %'�� � 1 � r' ��._�.e '. �1 I._. \ , __ _ ; I I I 6 FIRE, SERVICE, LINE �l �> \ I I = o_ , I ,I ,� } i14' '� ► j ��7 i'--`---�i S .e � f � � j �! — I�� 4 , VI OUT=7 .04 \,(8 )/� / I p 15.5 -6 CPP } f .OND ' LEA �A.L oy r h f t -- - -- -- Fs / s I i t I( '1 F._ ,I f_� , —� _ Ij [? _COND R FE )ER ,?YP.) Idi �2 13 I�ll,t� � , d _�� .i_LI i� �1 � - Cni I i i r , v I'll ` I INV 81UT 717.50 (6 ---__ - \ �._� I f { [ti,{ i� i 7 1 } y - 15.5' — 6''CP / _ I� \ �- 1 \ INV OUT=717 50 6» 2" VENT (-,_ ° NV I N — 717,6'b (6 PIPE + � � f _ (�.-5.5'-6"CPP NV{ IN�71G.8�1 (6) it INV OUT=71 7�(8 r P 4, INDIRE� 0 - i I i i !_ WSTE o—--- (' 1 � � I ', i yI ! I f i I } I INV 10'_ , / ( _ — I d I i d (I U �l�,� 61 AN LAT �� ; f , ! \ I I� li p 1' 0 MJ� — - 7�tC— — }� ! I L-- ~� Tl� ' LO -� 75'-8''CP T' 44,135 S.F. 15 CP C11EA OJT (TYP.) n r- y , I I o� o CU r' f < G .� f �< B NV 3 , S I ;\ I aa� I y I J CD / f 4 # i I I `'� i ,'•+ i ° J I �� { }� �.if \ S', I `y.._J ��% A C\ ----- __ l 1 !( } ' Af ', - C I j i I `1� •� `,-i j I :i'\ t ',4 • i' r-\ I e _ - _. .._.._ __— -- _ , y 1 �i I \ _ , f-�{+�i',r i I. ! ! \ )I I II I-J , T , // 1 fl ��I ��� ( I � I ;\ I ', { ' .. � �'�• ° � f I 1 Yam, �' _-_� - .�.�-r�'" I� '� i \\ `..; j ,�. � �' � I 1 ' �I it r i i i , I / �" \ I _ -._ _.__�—.\ ____ ..._•... .----__._._._ , Yf //r \ I j! �' . ;. `} ,/ i + .(j; a � r �_ �.J ,i '4� ,•I •a� �'' 1 �� 1 d ,/rr ' u.�3s \ �' } ;�?ram 7 ' ��.-.{ 11 .- � I ,,i ';' y/ I , !�_•_.- I-i; —___ - _.�. ��._- �'-� � � _ lL�.._�. +-s_'� ,._�;�� �1. i \. A� �� ✓„������ +�`�..� ` /r��w � 1 ( \:,�., \ Ii1 L.f -. t - � I! j i ,��� � II r� — __. __ _ F—p--I�., � �-:. �::3: r \•.� 1 I 4! i r v v ( � �E i � .r'� i ,,,a �'� �a.��`�r:' v --- ------ �„ - �,: - . fl � s'E—-><-�"- %� i� � .., �� ^ !!.: ( / / / ! -��—� i f % , 7 ..� v ;. iz �L— � , .:Li I 00 14 ., , - :,.; �II � i i is , I: !. .�� ; i _- _ - � '�"';"7-• I _ a 1�� -.. _-._ �� _-r._-'-` � 1 �1' i.s � }b • i } - ',� ___._.-. __ _.__.._ --.. _ i 1 j I X - , f 1, �`.. �/' ! .,. - - •+ T-�.a( ,(,. \ __._ .., - -- Cyr`./ 1 �'' ! I i , • �_._._ J ._.� _ _._ 0 � 1 I� it !-- n I A tV I � /'_'\ � r I � � � � . � r 4 -• < ,l I: II 'T w � i ( \ � � � , '� �. � r rl . �>a"..,-=-_C_`�-���, I 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND FCSA COMMENTS 8/9/06 BTN 3 REVISED PER FCSA COMMENTS 8/16/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROFESSI NAL SEAL 0140 VATS x THIRUM WNNAS No. 036261 ro ZONAL PROJECT r , CARRABBA'S AT KERNSTOWN COMMONS MILE SHAINNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA SE _ r ° r , //r k I 1 t 1 i I _ I T. --\ 1� UTILITY PLAN Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=20' SHEET FILE N0. 9 of 12 12814-1-0 UTILITY PLAN Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=20' SHEET FILE N0. 9 of 12 12814-1-0 e' 24' select backfill 6" 1/2 O.D. ---- --- e' CONCRETE CRADLE nanarnl hwn9rr� r 24' select backfill s. All backfill to be compacted to 95% of ASTM D698 maxknum density. STANDARD concr 24' select backfill 5" CONCRETE ENCASEMENT TRENCH & BEDDING -1- VBHH77-158HC-11-77 2" custom setter (meter by FCSA) cast In place access standard flattop door, centered In for 4' diameter top (see note 1) manhole varies at property line 2' max finished (see rote 2) grade skid pad roadway box 2' CTS polyethylene 27' - 29' 3' riser section for 4' tubing (PET) 200 psi diameter manhole with cutoutsw/ SS inserts at all 45' connections 3' min.-� saddle with r min corporation stop i r Y`; y :;• �.. �s': . t• .:\'...r • :, a r'. r so11d support blocks water main A, stone bedding` under cuslorn seller 12 gauge Insulated copper ball valve curb stopwith PJ wire for line tracing, taped C1444 w/ SS inserts (CTS) both ends IB44-777 at 10 loot Intervals and MIP plastic plug w/ SS Inserts); with 2" gate valve operating nut NOTES: 1. Access door shall be by Halliday Products or our approved equal: r a) In non -traffic area - model no. S1 R3030 rr b) In traffic area - model no. H1R2424 ir 2. Water servku crossing street: e) Encased In 6" diameter SCH 40 PVC or SDR 21 pipe. The piping shalt run from one foot beyond sidewalk, across street, to one toot beyond sidewalk. CUTOUT DETAIL b) Install 12 gauge Insulated copper wire (for line MrIng) from carp. stop to into the meter box I wrap wire around (typica) core. stop; wire to be taped to top of PET at 10 foot Intervals; come up into motor box and terminate level with angle ball valve). 1 1/2" and 2" METER INSTALLATION SEP 05 NJ EX 8" SDR WATF_RLIt, 10+ i 5.00= EX 4" FM XIN, 71 DATUM ELL 700.00 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER FCSA COMMENTS 8/16/06 BTN NO. DESCRIPTION DATE CHKD REVISION L ----� Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PiPE (Ft) SMALL SIDE LARGE SIDE JOINT PVC DIP JOINT 6' 8" 10' 12" 6' 8" 10' 12" 6" -- 40 60 60 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 f0" -- -- -- 40 -- -- -- 20 REDUCER L In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restralned. RESTRAINED LENGTH'OF PIPE (Ft) PVC DiP 6' 8' to" 12' 6' 8 10" 12" 60 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 concrete pad V-S' dia. x Ei deep finished grade 714V screw t adjustable valve In. location mark stvalve restrained joint to main �. �. f� ,. t 'f> r. gtpne 18' to 24' --� 8'x s"x 76' solid block (for valves 12' and larger) Note: this detail Is also used for butterfly valves GATE VALVE -�- SEP 05 WATERLINE K Him i PROPOSED GRADE 1-EXISTING GRADE _ L' 5 li ' 13 w (D o H- o % oZ Ill o f' w �I 0 o <z� >Ld � + n' Ld Ld Ld = F II U_ F II II LJ tr N w III II Z o , 00 U g ,oa 0m o ~ C14 0 1- X ItD X d. l 03 +co (4 to +rnw rc 1 o+ 0 1 a 1 0 1 1 a o CY) o6 06 r � - 10+00 PROFESSIONAL SEAL OF f VATS x TH RUMALAMAS a No. 036261 q)1(-1- LM � `sIONAL �l PROP 6" SDR-21 WATERLINE J 3 �Z wo 0 00 M 00 UJ 0 Z Lr L In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Is) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A Wye shall be restrained per a tee's Lr and a 45° bend's L requirement. RESTRAINED LENGTH OF PIPE (R) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 10 10 X 10 20 20 20 20 10 X 8 20 20 20 20 trench width as required RESTRAINED LENGTH OF PiPE (Ft) TEE PVC DiP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE -in addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP' DEGREE 6' 8" to' 12' 6' 8' 1 10" 12' 90 20 20 '40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11,25 20 20 20 ZO 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- e' dia. schedule 40 steel pipe filled with concrete and paktted yellow finished grade 18' dla. conk�k encaser 77 T BOLLARD DETAIL 2 40 >j ��.�� FIRE HYDRANT ASSEMBLY -10- finished grade \U DOWN BEND DEPTH 4 FT. MIN. ld DOWN BEND RESTRAINED LENGTH UP BEND DEPTH Ile, LU Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other paints down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). - RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN, 5-12 FT. 4 FT. MIN. 5-12 FT. SIZEITME DEGREE OF BEMOS Ld (OM) Lu (VP) SCE/TYPE DEGREE OF KWS Ld (00**) Lu (UP) 6- PVC101P 45, 22.5 & 11.25 20 20 10' PVC 22.5 air 11.25 20 20 8" PVC 45 40 20 10' DiP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12' PVC %DIP 45 40 20 8" D!P 45, 22.5 & 11.15 20 20 12" PVC 22.5 & 11.25 20 20 to' PVC 45 40 20 72' DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -4- SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 gasketed belt 45' bend /-bell adapter 2' 3' minimum SDR 21 gasketed SDR 35 8' x 4' pipe and ffttttinge 40 gasketed bell wye 3CH solvent weld cap Preppy line F711 finished grade f 5' location marker 3e' min. cover stone 45' treated 2k 4" with - top B' painted green 4' pipe at 2.00% minimum grade SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- SEP 05 sanitary sewer main finished grade Vatvco Ina Fig. No. 71806 with ifd marked "SEWER bottom sedlon- of boot SDR 21 Wy\se SDR21 `rrti' 730 720 710 CC_ DATUM ELEVcn 700.00 m Q) r 51 A 51 B co N Ll- � m M-.4.d r o - II - 0I II O Cal 0J _-1-- PRO GRADE EX GRADE _ - ---._�- I I- 56 5� ® 0.53% -°-� -1 -CPP -- - CPP 15„ I to ins r X �w tnLN .- `. u7 r 00) 0����` +r, r-- !I I�(7(N r +or II M IZI 1Z!o� 11-0 II - II II 11-0 Q� >>> Z= Z QIL» W N (I Imo- (nV)�ZZ (o rn O u) oi 06 tb of r r r r 10+00 concrete skid pad I Ir dla. x 6" deep 4' stone P 4 Pta Model A49V�SK ( '1 cast Eton deanout cap wph brass plug having a countersink square head - SDR 21 - deanout pipe +r--- brick base SDR 21 45' trend (r stone bedding SEWER CLEANOUT -19- STORM SEWER DESIGN COMPUTATIONS SEP 05 11 +00 m O J From Struct. To truth. Structure Type Drainage Area acres Runoff C Factor C * A Time of Concentration Flow Design Profile Top Elev. % FULL Increm. C * A Accum. C * A tc To Pipe (min.) Time In Pipe (min. Accum. Time (min. Intensity "1" in. hr. Q Increm. c.f.s. Q Accum. (c.f.s.) Pipe Diameter inches Slope (%) Mannings "n" Factor Maximum Q c.f.s. Flow Full Velocity f. .s. Length ft. Fall ft.) Upper Invert Lower Invert 51 B 51 A DI-3B 0.22 0.90 0.20 0.20 5.0 - - - 5.0 6.90 1.37 1.37 15 0.53 0.012 5.08 4.14 104.17 0.55 715.75715.20 20.2 26.87 51A EX 51 DI-3B 0.12 0.90 0.11 0.31 5.0 - - - 5.0 6.90 0.75 2.11 15 2.65 0.012 11.40 9.29 56.57 1.50 714.95713.45720.29 18.53 STORM SEWER INLET COMPUTATIONS Inlet Station Drainage Area acres Runoff C Factor C * A sum C * A I in hr) Q incr (cfs) Qb carryover (cfs) QT gutter flow (cfs) S gutter slope (ft ft Sx cross slope ft ft T spread ft W ft W T SW ft ft SW SX Eo a = 12W(SW-SX) + Loc. Dep. S'W a 12W Se = SX + S'W(Eo ft ft Computed Length LT ft P Effec. Length ft Specified Length L ft L LT E Qi Intercepted cfs) Qb CarryOver (cfs) Sag Inlets Only Remarks Number Type Length ft d (ft h ft d h T Spread ® Sag ft 51A DI-38 4.00 --- 0.12 0.90 0.11 1--- 4.00 0.43 0.00 0.43 0.0100 0.0100 - - - 2.00 0.24 0.0833 8.33 - - - - - - - - - - - - - - - 7.60 4.00 - - - --- --- - - - 0.08 0.458 0.17 8.47 AT SUMP 51 B DI-3B 1 4.00 --- 0.06 0.90 0.05 --- 4.00 0.22 0.00 1 0.22 b.ol 12.001 0.37 10.083,31 8.33 --- --- --- - - - - - - 1 7.60 4.00 - - - --- --- --- 0.05 0.458 0.11 1 5.34 AT SUMP PROJECT CARRABBA'S AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE UTILITY PROFILES, COMPUTATIONS, & DETAILS Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE 8TN AS SHOWN SHEET FILE NO. 10 of 12 1 12814-1-0 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER FCSA COMMENTS 8/16/06 BTN NO. DESCRIPTION DATE I CHKD REVISION I PROJECT AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE LANDSCAPE PLAN Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. Leesburg, VA 20175 PH +A5 T 703.777.3616 F 703.777.3725 DESIGN SURVEY MWT PHR+A DRAWN DATE MWT MAY 2006 CHECKED SCALE MWT 1 "=30' SHEET FILE NO. 11 of 12 12814-1-0 Planting Notes: 1. The planting and maintenance of all trees shall meet the specifications of the American Landscape and Nursery Association. 2. The planting of trees shall be done in accordance with either the standardized landscape specifications jointly adopted by the Virginia Nurserymen's Association, the Virginia Society of Landscape Designers, and the Virginia Chapter of the American Society of Landscape Architects, or the road and bridge specifications of the Virginia Department of Transportation. The County shall maintain current copies of these specifications available to the public. 3. All plant material shall comply with sizing and grading standards of the latest edition of "American Standard for Nursery Stock". Provide stock true to botanical name. 4. All plant material shall meet or exceed the specifications of Federal, State and County laws requiring inspection for plant disease and insect control. 5. Quantities shown in the plant schedule are given for the contractor's convenience. The contractor shall install all plant material shown or noted on the plans. 6. No Changes are to be made to the plant schedule unless first approved by the Landscape Architect. Please contact the PHR+A Planning Department at 703-777-3616. 7. The contractor shall remove all staking and guying material within one year of installation. 8. Provide plants typical of their species or variety, with normally developed branches and vigorous root systems. Provide only sound, healthy, vigorous plants free from defects, disfiguring knots, sunscale injuries, frost cracks, abrasions of the bark, plant diseases, insect eggs, borers, and all forms of infestations. 9. All landscaped areas are to be seeded, unless otherwise noted on the plan. 1o. Verify utility locations before beginning any planting operations. See general notes for more information. i i. Plant deciduous materials in a dormant condition. Plant evergreen materials between September 1 and December 1 or in spring before new growth begins. Spray plants with anti -desiccant if to be planted at other times. 12. All planting holes to be free of rocks, gravel and other debris, See details for planting procedures. 13. Backfill trees and shrubs with topsoil and peatmoss (or leaf mold) at 3 to 1 ratio by volume. 14. Mulch tree and shrub planting pits and shrub beds with 100 percent shredded hardwood bark mulch 3" deep. 15. The contractor shall remove all dead wood or suckers and all broken or badly bruised branches, in accordance with the American Association of Nurserymen standards, to preserve the natural character of the plant. 16. A soil inoculation containing mycorrhizae, and roots biostimulants shall be added after completion of all back filling. 17. Actual placement of trees will be adjusted in field to account for conflicts with utilities. 18. Before digging call " Miss Utility" of Virginia at 1-800-552-7001. 19. All landscaping will comform with section 165-36B of the Fredrick County Zoning Ordinance. 20. Landscaping substitutions must be approved in writing by the Fredrick County Planning Department. 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROJECT er ston Commons Landscape Calculations: Total Site Landscape Requirements: • Requirements • A minimum of 5% of interior portions of the Total Site Parking Lots shall be landscaped for the purpose of providing shade trees. • A Minimum of 1 (one) Shade Tree will be provided for every 2,000 SF of Impervious Area for the first 100,000 SF of the Lot Area • A Minimum of 1 (one) Shade Tree will be provided for every 5,000 SF of Impervious Area over the first 100,000 SF • A minimum of 1 (one) Shade Tree will be provided for every 10 parking spaces • As required - A three -foot -high evergreen hedge, fence, berm, or wall shall be provided on the perimeter Landscape areas to prevent headlights from shining on public rights of way and adjoining properties. (see Planting Plan and Plant Schedule) • Site Totals Total Site (Lots 1-8) Interior Parking Surface = 849,856 SF Minimum 5% Landscaped Islands = 43,470 SF Total Site Landscaped Islands Provided = 89,734 SF Interior Parking Surface to be Approved to Date plus (this application) = 441,596 SF Interior/Exterior Parking Lot Landscape: Lot 7: • Interior Parking Requirements ■ Lot 7 has 75 Parking Spaces requiring 8 Shade Trees ■ Interior landscape portion = 977 SF ■ Interior Shade Trees Provided = 8 (Three of which provided in Route 11 Landscape.) • Perimeter Landscape Requirements ■ Total Impervious Area = 28,205 SF ■ Perimeter Shade Trees Required (28,205 SF/2000 SF) = 14 ■ Perimeter Shade Trees Provided = 14 (Provided in Route 11 Landscape.) A, ,- AARR J � MI!R`ll0Wlll_' a. .. TITLE SET TRUNK PLUMB PRUNE ONLY DAMAGED OR DEAD BRANCHES SECURE GUYS WITH RUBBER HOSE TO TRUNK DO NOT MULCH WITHIN 6" OF TRUNK *(2) 2"x2" WOOD STAKES SET AT 180' (ALT: STEEL FENCE POSTS) 3" OF MULCH SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE TO PREVENT ROOT BALL FROM SHIFTING 3x DIAMETER OF ROOT BALL NOTES: 1.*STAKE ONLY TO PREVENT WIND TIP OR WHEN PLANTING ON STEEP SLOPES 2. REMOVE ALL TAGS AND ROPES FROM BRANCHES AND ROOT BALL. NOT TO SCALE PRUNE ONLY DAMAGE OR DEAD BRANCHE 2" OF MULCT CREATE A SAUCER SHAPI WITH MULCH TO HOLD WATEI SLOPE SIDES OF PLANTING HOLI REMOVE BURLAP OR WIRI BASKET FROM TOf 1/3 OF ROOT BALI TAMP SOIL AROUND ROOT BALI BASE FIRMLY TO PREVEN- ROOT BALL FROM SHIFTIN( VR I.VIV 1/111VCR JILG NOT TO SCALE PI A Kemstown Commons PHR+A Proj. No. 12814.1.0 f PLANT SCHEDULE - Carraba's LOT 7 ID Quantity Scientific Name Common Name Planting Size Condition Deciduous Trees - Interior ` AC 5 JAcer campestre Hedge Maple 2" Cal. B&B ��ANDSCAPE DEEDmalwAIL ,& a a AP4D NOMEZE"i Patton Harris Rust & Associates®pc Engineers. Surveyors. Planners. Landscape Architects. PH'S 208 Church Street, S.E. Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY MWT PHR+A DRAWN DATE MWT MAY 2006 CHECKED SCALE MWT N/A SHEET FILE NO. 12 OF 12 12814-1-0 VICINITY MAP SCALE : I" = 2000 ' SHEET INDEX SHEET NO. TITLE 1. COVER SHEET 2. NOTES, LEGEND & ABBREVIATIONS 3. OVERALL PLAN 4. GEOMETRIC PLAN 5. GRADING PLAN 6. PHASE II EROSION & SEDIMENT CONTROL PLAN 7. EROSION & SEDIMENT CONTROL DETAILS & NARRATIVE 8. SITE DETAILS 9. UTILITY PLAN 10, UTILITY PROFILES, COMPUTATIONS, & DETAILS 11. LANDSCAPE PLAN 12. LANDSCAPE DETAILS AND NOTES K.-J AL JI I J JILI 1. N® o N U N � Q p J Cn CAERABBA S T ad N � � p 7 n P/a ui 0 •i°' >, L Q) .01`10 NS RN UWN C -0 M,.V. Ah. ai (� O w ♦d � 4W C F"DEDERICK C�iJN'TY, VIRGINIA LLJ U-%'W ER N/APPLICANT p =� WATER & SEWER AGENCY POWER COMPANY Frederick County Sanitation Authority Alleghany Power P. 0. Box 1877 3463 Valley Pike Winchester, Virginia 22604 Winchester, Virginia 22604 (540) 868-1061 (540) 722-5852 P.O.C.: John Whitacre P.O.C. Christine Strecky DEPARTMENT OF PLANNING AND TELEPHONE COMPANY DEVELOPMENT Verizon County of Frederick 404 Hillandale Lane 107 North Kent Street Winchester, Virginia 22602 Winchester, Virginia 22601-5000 (540) 665-3156 (540) 665-5651 P.O.C. Larry Willingham P.O.C.: Michael Ruddy DEPARTMENT OF PUBLIC WORKS CABLE COMPANY County of Frederick Adelphia Cable 107 North Kent Street 1039 N. Frederick Pike Winchester, Virginia 22601-5000 Winchester, Virginia 22601 (540) 665-5643 (540) 667-0364 P.O.C.: Joe C. Wilder P.O.C.: Dave Cesefske VIRGINIA DEPARTMENT OF TRANSPORTAION GAS COMPANY Edinburg Residency — Land Development Shenandoah Gas 14031 Old Valley Pike P. 0. Box 2400 Edinburg, Virginia 22824 Winchester, Virginia 22604 (540) 984-5631 (540) 869-1111 P.O.C.: Lloyd Ingram P.O.C. Tim Hockman 11 PROFESSIONAL SEAL: lI iI )ATSALAM R RUMALUNIVAS a No. 036261 Approved by Frederick County 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 009rS CER1IFEATE I hereby certify that the property contained in this Subdivison is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. Date Date Date ESPONSIBIE LMD 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. U w W- a DATE: w cri Ln p N N Q (0 f� .0 > 0 N O O 0 r U- E-� • • z 0 h z x w x MAY 2006 O COPYRIGHT —REPRODUCTION OR USE OF THIS DOCUMENT IN WHOLE OR IN PART IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM PATTON HARRIS RUST & ASSOCIATES, pc. SHEET 1 OF 12 FILE NO. 12814-1-01 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, V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum local regulations. In case of a discrepancy or conflict between the Standards or Specifications density as determined by AASHTO T-99 Method A, within plus or minus 2% of and Regulations, the most stringent shall govern 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 V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and agency in accordance with VDOT Road and Bridge Specifications. Certified copies Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and of test reports shall be submitted to VDOT daily, unless specified otherwise Regulations. V3. When working within VDOT right-of-way, all traffic control, wheother permanent or temporary, VI 5. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VOOT. 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 V16. The installation of any entrances and mailboxes within any dedicated street right - the VDOT Road and Bridge Specifications. of -way shall meet VDOT minimum design standards and is the responsibility of V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including the developer. traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility V17. Prior to VDOT acceptance of any streets, all required street signage and/or companies. It is the sole responsibility of the developer to locate and identify utility facilities or pavement markings shall be installed by the developer or, at VDOT's discretion, items that may be in conflict with the proposed construction activity. VDOT approval of these by VDOT on an account receivable basis following the Manual On Uniform plans does not indemnify the developer from this responsibility. Traffic Control Devices. V5. Design features relating to field construction, regulations, and control or safety of traffic may be V18. The developer shall provide the VDOT Residency Office with a list of all material subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of sources prior to the start of construction. Copies of all invoices for materials any field revision shall be the responsibility of the developer. utilized within any dedicated street right-of-way must be provided to the local V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT VDOT Residency Office prior to acceptance of the work. Unit and total prices land use permits for any work within VDOT right-of-way. may be obscured. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged V19. Aggregate base and subbase materials shall be placed on subgrade by means of a and held by the engineer and/or developer with the attendance of the contractor, various County mechanical spreader. Density will be determined using the density control strip in agencies, utility companies and VDOT prior to initiation of work. accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for copies of test reports shall be submitted to VDOT daily, unless specified otherwise. any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior In addition to checking stone depths, a VDOT representative shall be notified and to any required or requested inspection. given the opportunity to be present during the construction and testing of the V9. The contractor shall be responsible for maintaining adequate access to the project from the density control strip. adjacent public roadway via a construction entrance that is constructed and maintained in V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. VDOT Road and Bridge Specifications. Density shall be determined using the Furthermore, access to other properties affected by this project shall be maintained through density control strip as specified in Section 315 and VTM-76. A certified construction. The Developer shall have, within the limits of the project, an employee certified by compaction technician shall perform these tests. Certified copies of test reports the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment shall be submitted to VDOT daily, unless specified otherwise. A VDOT Control who shall inspect erosion and siltation control devices and measures on a continuous representative shall be notified and given the opportunity to be present during the basis for proper installation and operation. Deficiencies shall be promptly rectified. construction and testing of the control strip. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at V21. In accordance with Section 302.03, the foundations for pipe culverts thirty -six - the end of construction. (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 V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum findings of foundation exploration to the engineer and VDOT for approval prior thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at to placing pipe. Foundation designs shall comply with VDOT Road and Bridge conflict points. Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, be determined by the engineer and approved by VDOT. voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease V22. Approval of these plans shall expire three (3) years from the date of the approval in that vicinity until an adequate design can be determined by the engineer and letter. approved by VDOT. 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. MIND2 01- 1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND USE GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE / 2003. OTHER CODE THAT APPLIES IS ICC/ANSLA 177.1-03 USABLE AND ACCESSIBLE BUILDINGS AND FACILITIES. (CAN UTILIZE THE 200 EDITION OF THE VUSBC UP TO NOV. 16, 2006 FOR PLAN DESIGN) 2. ALL REQUIRED ACCESSIBLE EGRESS SHALL BE PROVIDED TO THE EXTERIOR OF THE BUILDING. THIS SHALL BE TO EITHER AN ACCESSIBLE ROUTE FROM THE STRUCTURE OR AREA OF RESCUE ON THE LANDING WITH RATED DOOR AND WALLS WITHIN 10' FROM OPENING. (SECTION 1007.8 IBC) 3. STRUCTURAL SHALL COMPLY WITH CHAPTER 17 OF THE IBC FOR SPECIAL INSPECTION (SOILS, CONCRETE, BOLT TEST ETC.) AND THE PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 4. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. DETAILS OF PROPOSED SIGNS WILL BE PROVIDED UNDER SEPARATE COVER, WHILE APPLYING FOR SIGN PERMITS. SIGNAGE PROPOSED ALONG ROUTE 11 MUST BE A MONUMENT STYLE SIGN. CARRABBA'S SIGN SHALL BE INCORPORATED INTO MONUMENT STYLE SIGN. 5. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 6. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 7. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHAL REQUIREMENTS. 8. ALL UTILITIES TO BE PLACED UNDERGROUND INCLUDING BUT NOT LIMITED TO STORM, SANITARY, WATER, ELEC, GAS, TELEPHONE, CABLE, FIBER OPTICS, ETC. 9. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 10. SIGNS SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S. F. 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 MARSHAL. ALL CURB AND GUTTER AROUND THE PROPOSED BUILDINGS AS WELL AS ALONG THE TRAVEL WAY THAT IS NOT DELINEATED AS PARKING SHALL BE MARKED AS "FIRE LANE NO PARKING" WITH YELLOW PAINTED CURB FACE AND FRONT ALONG WITH APPROPRIATE SIGNAGE. 12. STREET SIGNS AND STOP SIGNS SHALL BE PROVIDED BY THE DEVELOPER AT ALL ROAD INTERSECTIONS. 13. RADII INFORMATION OF PROPOSED CURBS SHOWN ON PLANS ARE TAKEN AT THE FACE OF CURB. 14. STORMWATER MANAGEMENT FOR THIS DEVELOPMENT HAS BEEN PROVIDED WITH THE OVERALL DEVELOPMENT OF KERNSTOWN COMMONS. REFER TO KERNSTOWN COMMONS SITEPLAN #10-05. PROJECT SUMMARY =91SUNCU TAX IDENTIFICATION NUMBER 75-5-7 TOTAL PARCEL AREA 1.0132 ACRES ZONING 82 USE REQUIRED SPACES PROVIDED SPACES ADDRESS ---- Restaurant 1 space per 100 sf 60 73 CURRENT USE VACANT Corrabba's 5,976 sf 3 Handicapped 4 Handicapped PROPOSED USE RESTAURANT RES RES0.65 DISTURBED AREA ACRES ESTIMATED TRIP GENERATION 760 ADT SETBACKS REQUIRE PROVIDED FRONT 50' 50' SIDE 0' ---- REAR 0' ---- PARKING 5' 5' BUILDING HEIGHT 35' (MAX.) APPROX. 20'-0" CARRABBA'S - LOT 7 GROSS FLOOR AREA 5,976 S.F. NUMBER OF STORIES 1 TOTAL FLOOR AREA 5,976 S.F. LOT 7 AREA 1.01 ACRES FAR ALLOWED 1.0 FAR PROVIDED 0.14 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROJECT OM , I A R, T% WE V " mmn, t'' MR, *FOR LANDSCAPING TABULATIONS SEE LANDSCAPE PLANS THE DEVELOPER SHALL PROVIDE THE FOLLOWING: 1. BENCH MARKS WITHIN THE SITE ARE ADEQUATE FOR USE BY CONTRACTOR TO GUIDE LOT GRADING AND FINISHED FLOOR ELEVATIONS. 2. AS BUILT PLANS OF IMPROVEMENTS ARE TO BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS AS SOON AS CONSTRUCTION IS COMPLETE. TITLE 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 responsibility. 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. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 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. 8. Contractor's blasting operations shall include all future building locations, and be at depths suitable to support footing installations for all future buildings shown on this plan. 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. Frederick County Sanitation Auth®rite CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-w(iter.com. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to standards and specifications in effect at the time of construction 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line. a.) The Authority shall furnish all labor and material. b.) The contractor must: 1. Make application and pay deposit. 2. Mark the tap location. 3. Coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a.) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b.) The frame and cover shall be set to final grade. c.) The distance between the 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 Authority'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 11/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the 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 backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Mar 06 LEGMD PROPOSED EXISTING ROAD CENTERLINE - --- --- PROPERTY LINE -- - -- ---- EASEMENT --- BUILDING RESTRICTION LINE OR PARKING --- ----- RESTRICTION LINE CURB AND GUTTER --------- REVERSE CURB AND x - GUTTER TRANSITION FROM REVERSE TO REGULAR GUTTER HEADER CURB - --- -- EDGE OF PAVEMENT --- EDGE OF SHOULDER 0 ----- SANITARY SEWER - AND MANHOLES SANITARY LATERAL AND CLEAN -OUT STORM STORM SEWER -- - - - STORM STRUCTURES: MANHOLES dh - --- --- �' JUNCTION BOX GRATE INLET -- --- --- CURB DROP INLET CURB DROP INLET =_- TRENCH DRAIN END WALL END SECTION RIP -RAP WATER APPURTENANCES: -W--+,�.'td. Ty BEND WATER MAIN -W-r-- DEAD END ANCHORVr4- GATE VALVE - WATER METER - W-® - `'''-- -� - TEE - W +� -- ,;,;--- -+ !- - CROSS - REDUCER/INCREASER AIR RELEASE 2' CONTOUR CONTOUR 312 312 10' CONTOUR 0r'\/ FENCE X X- --X----- Y-- GUARDRAIL .-..__._ _... TREE OR TREE LINE �Wv^ UNDERGROUND UT -- -- - u r--- --- TELEPHONE UNDERGROUND ELEC --- ELEC --- ELECTRIC OVERHEAD TELEPHONE OHTE - -- 0HTE AND/ OR ELECTRIC 15 � IJ 0-- SPOT ELEVATION x1015 X UNDERGROUND GAS LINE UG �_- BUILDING CONCRETE PAD -----"-- OR WALKS -- -.... --- - -- __-- FLOW LINE -- - - ------ - WATER FEATURE --- LIMITS OF CLEARING --------_------- AND GRADING SIGN �-- STREET LIGHT TEST PIT REQUIRED ABBRE\AATIONS A ARC PCR POINT OF CURB RETURN AC ACRE PC POINT OF CURVATURE @ AT PP POWER POLE BM BENCH MARK PRC POINT OF REVERSE CURVATURE BLDG BUILDING PVI POINT OF VERTICAL INTERSECTION BRL BUILDING RESTRICTION LINE PVC POINT OF VERTICAL CURVATURE OR CL CENTERLINE POLYVINYL CHLORIDE C RATIONAL RUNOFF COEFFICIENT PVMT PAVEMENT CG CURB AND GUTTER PVT POINT OF VERTICAL TANGENCY CH CHORD PT POINT OF TANGENCY CO CLEAN OUT PL PROPERTY LINE CON CONCRETE PROP PROPOSED CMP CORRUGATED METAL PIPE R RADIUS CY CUBIC YARDS RED REDUCER XING CROSSING RCP REINFORCED CONCRETE PIPE DI DROP INLET RT RIGHT DIA DIAMETER ROW RIGHT-OF-WAY DNG DRAINAGE SAN SANITARY EP EDGE OF PAVEMENT SEW SEWER ESMT EASEMENT SHLD SHOULDER EX EXISTING SHT SHEET FC FACE OF CURB SD SIGHT DISTANCE FH FIRE HYDRANT SF SQUARE FOOT FF FIRST FLOOR OR FINISHED FLOOR STA STATION FL FLOW LINE STM STORM FM FORCE MAIN SY SQUARE YARDS GV GATE VALVE TC TOP OF CURB HP HIGH POINT TEMP TEMPORARY INV INVERT ELEVATION TS TOP OF SIDEWALK IPF IRON PIPE FOUND TW TOP OF WALL IPS IRON PIPE SET TYP TYPICAL LAT LATERAL UE UNDERGROUND ELECTRIC LF LINEAR FEET UG UNDERGROUND GAS LOS LANDSCAPE OPEN SPACE UT UNDERGROUND TELEPHONE LT LEFT UTV UNDERGROUND TELEVISION LTP LIGHT POLE VC VERTICAL CURVE LP LOW POINT W WATER MAX MAXIMUM WL WATERLINE MIN MINIMUM WM WATER METER OS OFFSET WS WATER SURFACE PRL PARKING RESTRICTION LINE WW WASTE WATER PCC POINT OF COMPOUND CURVATURE Patt®n Harris Rust & Ass®ciates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 °T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=30' SHEET FILE NO. 2 OF 12 12814-1-0 ' ,' i p U7 V N 7'} 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN NO. DESCRIPTION DATE CHKD REVISION SEAL wx#j �-A� h&ATSALAM' x THRUMALMNNAS 1" No. 036261 ONAL PRE 0 0 A m m AM Ana w AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE i x j oar.mm , 77 i. co 0 WOO I I 1 ENTRANCE DETAIL / SCALE: 1 "=100' NOT E: THE ENTRANCE LOCATED j WITHIN LIMITED ACCESS BREAK 1 IS CONTINGENT UPON APPROVAL A A 111"90 1� i � ii i Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. Leesburg, VA 20175 R+A T 703.777.3616 PH F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=100' SHEET FILE NO. 3 OF 12 12814-1-0 W W I , o f 0 W W I I ! I , I 0 0 I W W i N I / Ittt I 1 III III I I I. o W o f--- 00 O Q_ o 0 W F Z 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROFESSIONAL SEAL �¢tiTH OF k o B VATS THIRIJMAIL NNAS No. 036261 ZONAL PROJECT CARRABBA'S AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA Cq 0 j� { f � i 7 SPACES THAT MAY BE SED BY MIcDONALD'S____ ---CUSTOMERS FUTURE DEVELOPMENT GEOMETRIC PLAN Patton Harris Rust & Associatesrpc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. Leesburg, VA 20175 PH TA5 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=20' SHEET FILE NO. 4 OF 12 1 12814-1-0 T 0 O 2f Q 7t to N O CO 0 0 N (fl W 1' TC y 60 EP Er EQ i i 5I 1 a / OUT" Cmrm,mTC 3 —8 y @ 1.5%3 / �1 66 6a E sTAKH0/6sE ,1 7-00- , �P I0I�4 6,163 SCUARFEET 9 0 0" INV.= , , — 714,871 + -O j i—� I , EP . a 25 °INV.-715.00 (8") --, , _ ``1 i 1'%EP A 18 - c Q— I j Q 1 I I CI v � o n a z ° f d� �. ! ! I i ! Cy I n1 721 TQ Cg_ 1 7 E `\ EP N60' 19 17S W — — J I 258.3 �,p� � i 19 TC f II •I. -. � t � I i I i 1 \ L� ;� ! % I ' $— ( S� 78 19Z- 1 6 9 EP 9E—Pv /" 19 P EP i �9EC n TC�.' v,�, ti:� \. 2 I i ,1 455 i 33 I k 2 T ° '20 �j 6 a z TC a ° 4 �,V D C 1 C� v V j I m v I i I. T� f L f 9 j V f i { i A �i f I { {—J�y�.. I n 67 OE 21 t 20T� 2 x x` 19 1 t Cy% a d _ -� i I f ! 1 ---. ___ ------- { I i 19 �_ _ ` I1 0 °r2 I 1 / g 7 T { I f I �,� �. o o � I % ��.. SI •,� -'� ,A , I i I A - i ,- I •, � s�-� _ _ I �j� ' - o a - a- n .. 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'r,..., �39 2 EP 1 TO v } —TI • 1 f 1 I( , 4 \ I \ — j 2 i �� . __._. f f E P _.___ _—__. t i , 18 f---'N \V P % -#- /,- i�, (I ? /j� _ Z J ..._ 1— ._.... �./ I 1 �_ CEO 7 �� , li +A i I �� :I . f-\ �\ 1v I A 1h I'"w! n n I - 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN 3 REVISED PER FCSA COMMENTS 8/16/06 BTN NO. DESCRIPTION DATE i CHKD REVISION SEAL THIRUMALAMAS a No. 036261 �SIONAL (PROJECT AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA GRADING PLAN Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. PHR1� 208 Church Street, S.E. Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=20' SHEET FILE NO. 5 of 12 1 12814-1-0 )j I i 2, 12 It ,i I i I, I i t O O L LI 0- I REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND CLIENT COMMENTS 8/9/06 BTN 3 REVISED PER FCSA COMMENTS 8/16/06 BTN NO. DESCRIPTION DATE J CHKD REVISION as SEAL WAL, r I AM`'v' vATSALAM a THIRUMALMAS No. 036261 s�t 0' AL PROJECT I i t I t t /ti \ \ P0,7 \ i� \ , , � 1 \ \ FOR PHASE I EROSION CONTROL MEASURES REFER TO "ROUGH GRADING & EROSION CONTROL PLAN" FOR KERNSTOWN COMMONS, APPROVED BY THE COUNTY THIS SHEET FOR EROSION &SEDIMENT CONTROL PURPOSES ONLY!!! - AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA [TITLE PHASE II EROSION & SEDIMENT CONTROL PLAN Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. P-; Ir + Leesburg, VA 20175 JL T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 "=20' SHEET FILE NO. 6 of 12 12814-1 .0 EROSION AND SEDIMENT CONTROL LEGEND 3.07 STORM DRAIN INLET ( P PROTECTION LIMITS OF CLEARING & GRADING DRAINAGE DIVIDES 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN NO. DESCRIPTION DATE CHKD REVISION 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 land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) All disturbed areas shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, etc.) b) Submittal of certified as -built of all improvements 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 all improvements have been constructed in accordance with the approved plan. 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-Ilaying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided wiith 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. GRAVEL CURB INLET SEDIIUALT FILTP GRAVEL FILTER a RUNOFF WATER II "'illy SEDIMENT WIRE MESH FILTERED WATER CONCRETE GUTTER CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. a GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PROJECT PLATE 3.07-6 The proposed site consists of development of a 1.01 acre parcel into restaurant use. The proposed land disturbance activities will include final grading of the entire site and consturction of a Carrobba's, associated parking lots, and utilities. Land disturbance due to this construction is approximately 0.65 acres. Sediment control for the proposed construction activities will be in accordance with the policies and requirements of the Virginia Erosion & Sediment Control Handbook. As required, this plan proposes . Erosion and Sediment Control in two separate phases. Existing site conditions The site is currently vacant and has been rough graded. Slopes range from 2 to 8 percent. Adjacent property VA State Route 37 bounds the site to the north. Miller Honda Auto Dealer is to the south, US Route 11 to the west and 1-81 to the east. The limits of disturbance will be marked either with silt fence or stakes and flagging. Offsite Areas There will be no offsite disturbance. Soils data The onsite soils in order of decreasing on site area are: 6C Carbo-Oaklet Soil Association, 5B Carbo silt loam soil, and 32B Oaklet silt loam. The 5B Carbo silt loam soil is moderately deep, gently sloping and well drained. The surface layer consists of about 9 inches of brown silt loam. The subsoil, to about 26 inches is strong firm clay. The depth to bedrock is about 26 inches. These soils have a moderate erosion hazard and are in the hydrologic soils group C The 6C Carbo-Oaklet Soil Association soils are silt loams and belong to Hydrologic Soil Group "C". This map unit consists of moderately deep, gently sloping, well -drained soils on side slopes, ridge tops, and hilltops. The silt loam surface layer is 9 inches thick and is underlain by 26 inches of firm clay. Limestone bedrock underlies the site at about 26 inches. Permeability is slow and erosion hazard is severe. The shrink -swell potential is high. 32B Oaklet silt loam soils are very deep, and well drained. The surface layer consists of 5 inches of dark brown silt loam. The subsoil, to about 11 inches is silt loam below that to 60 inches is yellow brown clay. The depth to bedrock is about 60 inches. These soils have a moderate erosion hazard. These soils are in the hydrologic soils group C. Critical Areas The sediment control measures will be installed as soon as possible to limit sediment delivery off -site during construction. Steep Slope Areas: Any areas with slopes greater than 3:1 shall be stabilized with EC-2 Matting and Crownvetch seeding mixture. Erosion control program Erosion control shall be maximized through rapid stabilization of the disturbed .areas and by diverting clean water and erosive flows around or through disturbed areas in ❑ non -erosive manner. Not more than 7 calendar days will elapse with any disturbed area remaining denuded. Temporary cover, by seeding and/or mulching, shall be applied to areas that will be exposed for a period of greater than 7 days, before permanent stabilization. Permanent cover should be provided over all disturbed areas as soon as possible upon achieving final grade, by means of seeding and mulching, sodding and pegging, paving, or as otherwise directed by the plan. Likewise, all stockpiles shall be stabilized within 7 days of achieving final grades. Utility lines shall be seeded and, mulched within 7 days after backfilling to the proposed grade. All temporary diversion dikes shall be seeded and mulched immediately after construction. Sediment control program Sediment control shall be accomplished through rapid stabilization and by the installation of mechanical devices, as shown on the plans: Structural practices 1. Temporary Construction Entrances with wash racks (CE) and settling areas as shown on the Phase I plan. The contractor to supply water source by providing a water truck/water tank on -site for washing vehicles before entering the public road. 2. Silt Fence (SF) 3. Diversion Dikes (DD) & Diversions (DV) 4. Stream Crossing (SC) 5. Sediment Traps (ST) 6. Sediment Basins (SB) 7. Check Dams (CD) Vegetative practices 1. Topsoiling (Stockpiles) - Topsoil will be stripped from areas to be graded and stockpiled for later use. Stockpile locations shall be located on -site in open space areas and to be stabilized with temporary vegetation. 2. Temporary Seeding - All denuded areas that will be left dormant for extended periods of time shall be seeded with fast germinating temporary vegetation immediately following grading. Selection of the seed mixture will depend on the time of the year it is applied. 3. Erosion Control Blankets or Mulch - Erosion control blankets will be installed over fill slopes which have been brought to final grade and seeded to protect the slopes from rill and gully erosion and allow the seed to germinate properly. Mulch (straw or fiber) will be used on relatively flat areas and will be applied as a second step in the seeding operation. All siltation control measures are intended to prevent sediment from encroaching into environmentally sensitive areas or onto adjacent properties and roadways. 1110 _.` •�,N Vompf ffWM Syr Phasing of Land Disturbing Activities Phase I: (As per "Rough Grading & Erosion Control Plans" for Kernstown Commons, approved by the County) Phase II: The Phase 11 sediment control measures are intended for the final stages of site development. Phase I control measures, which are not in conflict with final construction and provide effective control, shall remain in place for final development. The contractor and the responsible land disturber shall follow the county inspector's direction in providing additional control measures needed during the development process, to insure that sediment is prevented from polluting off -site areas, streams and/or protected on -site areas. The following sequence of construction is suggested: 1. Ensure the integrity of all perimeter sediment control measures installed in Phase I. 2. Complete rough grading of building pads, roads and parking lots. 3. Install the sanitary lateral. 4. Install the storm sewer. Install Inlet Protection (IP) as shown on the Phase II plan. 5. Install water service lines. 6. Perform grading of the remainder of the site. 7. Install base pavement. 8. Provide landscaping and permanently stabilize the site with planting and seeding. 9. Install final pavement 10. Obtain county inspectors approval prior to the removal of any mechanical sediment controls. Permanent stabilization All areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Seeding shall be done with Kentucky 31 Tall Fescue according to Std. & Spec. 3.32, Permanent Seeding, of The Virginia Erosion and Sediment Control Handbook. Erosion control blankets will be installed over fill slopes, which have been brought to final grade and have been seeded. This will protect the slopes from rill and gully erosion and allow the seed to germinate properly. Mulch (straw or fiber) will be used on relatively flat areas. In all seeding operations, seed, fertilizer and lime will be applied prior to mulching. Maintenance program In general all erosion and sediment control measures will be checked daily and after each significant rainfall event. The following measures will be checked in particular: Construction Entrances: Inspections shall be made daily for entrance integrity; required repairs shall be made immediately. Silt Fence: Inspections shall be made daily for fence integrity; required repairs shall be made immediately. Sediment is to be removed when deposits reach one-half the fence height. Diversion Dikes, Diversions and Right of Way Diversions: Dikes shall be checked for sediment accumulation after each significant rainfall; repair as needed. Silt traps and sediment basins: traps shall be checked regularly for sediment cleanout. Tree Protection: Inspections shall be made daily for fence integrity; required repair shall be made immediately. Permanent seeding: Seeded areas shall be checked regularly to assure a good stand of grass is being maintained. Areas that fail to establish vegetative cover adequate to prevent rill erosion shall be re -seeded as soon as they are identified. Mulching: All mulched areas shall be inspected periodically, particularly after rainstorms, to check for rill erosion; repair as needed. Devices shown are to be considered as minimum erosion and sedimentation controls. Additional controls may be necessary due to contractor's phasing or other unanticipated conditions. It is the contractor's responsibility to provide additional devices as necessary in order to control erosion and sedimentation. Erosion and sedimentation measures shall be installed and maintained in accordance with the standards and specifications in the Virginia Erosion and Sediment Control Handbook, Third Edition. The contractor is to provide adequate means of cleaning and removing all laying dust as necessary by applying either moisture, calcium chloride, or other approved materials along those sections of the project adjacent to existing dwellings or public access. Controls may be removed after the areas above them have been stabilized and with the approval of the County Inspector. Special Care Notes It is the intent of this plan to preclude sediment pollution from leaving the delineated construction zones. The contractor and the responsible land disturber shall take special care to prevent construction debris and mud from being tracked onto surrounding public and private roads. Construction traffic shall only enter and exit the construction site via designated locations, which have working construction traffic wash racks. The contractor and responsible land disturber shall take special care to protect the existing vegetation and streams outside of the designated limits of work shown on the plans. Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. PH + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN N/A SHEET FILE N0. OF 12 12814-1-0 INSERTABLE SHEET A151 TABLE OF QUANTITIES DI-3A.38,3C CC-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A•4 F PRECAST) WITH SUP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLIYHK:ALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PPMVSSIBLE CO�N�STRUgCgTION JOINT WITH REQ�UIIRED BARS. 4 THAT ADAMP FLAPREQ SI; S�N BE9CAST R�PLACE TTERFOR �PLACEMENT OFF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. WN 5. REGUIRBOTH SIDES OF ARS THEE RAMPEFLOOR, M2D•DEPLTHO 1RAMP FRLOOR.�MINIMUMMNTER ALONG 1%�.•" ^'C CONCRETE COVER N/2"• 77i2�- M-�-�. ' R 6. CURB / CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAIAPS ARE INCLUDED IN PAYMENT pFCOgR CURB / CURB AM }HCUTTER. EE TYPE B 7 BYRhME,ENd RAMPS �ER.i7HHEY AREg TO 85 PAS R 00OOVIDEgITKN THE MONT OF yDNOATTI&PLANNS OR S DRREYERC PARALLEL AY OF A HIGHWAY FACILITY ONONEXIASTEN T HEYWI�EUESTSB I OF E1) Eb STMANTCRb APIRO OKSD, AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED BEHNND VEHICLE STOP LINES, EXISTING LIGHT PORES FIRE HYDRANTS DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS MOSTRUCTEO STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE CLI;MENTS OF A FAC+.ITY THAT CAN 8E APPROACHED, ENTEREO 54.77Z;777 AND USED BY PEDESTRtA45, 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURBg OPENING IS ACED WITHIN THE LIMITS OF THE HE CROSSWALK ANDEOOPAVEME THAT THEIkOPE AT THE CONNECTION OF THE CURB OPENh40 IS AT W)K SAME IS TOP OF CURB PERPENDICULAR TO THE CURB. 9. TYPICAL C TE SIDEWALK IS 4"RNNQ ggTHICK. WHEN THE ENTRANCE Rp,q�p7�CANNOT TYPE C TRAFFICOREFT R 0 SHE TAND D CC iJ, COWER. PARALLEL ENTRANCE HEAVY RUCK PARALLEL &PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. HE MMIM IUMIN CURB RW�H SHALARE L THE WINO GOOF THETH A SHARED SHAR O USE USE PATH. 1.6" - 2,4" TRUNCATED DOME 144 C-C-•--rc7"T'i" O • L O O iovo 0 0 0 0 0 0 0 0000000000000 * 000000000000000� b' v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.2 SOX BSX OF BASE DIAMETER0 0 0 0 0 0 0 0 010 0 0 0 0 0 - TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, " . q• VARIABLE B E OIAi! 4' MIN MUM. PAY LIMITS I TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 VICIUM CG-12 DETECTABLE WARNING SURFACEleuva REV.7/03 GENERAL NOTES 1105 203.05 VIRGINIA, DEPARTMENT OF TRANSPORTATION 502 INSERTABLE SHEET A86 PB-I NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FLL :� TOP OF FILL - TOP OF FILL -y GROUND LINE CROtNNO LINE N r GROUND LINE H rrr / D.12" / / EARTH ri/r rrr 'y UNYIELDING D•12" '_ � i r / r EARTH D•12" d d SOIL d 0/2 4" D/2 D/2 CIDING b MAC ERIA MN. 1/10 D dS % � MI1/10 D PEX_0�X MIN. 1/10 D MATERIAL IF H X Ms -D X1{•s- MIN. 0', FOUNDATION SOFT. YIELDING, OR NORMAL EARTH FOUNDATION MAX 24" ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE IMIN. 1.5 x D�I��15x MN, 1.5 x O���MIN.1.5 x 0 I" WN. LIS x 0 __I _ MIN. 1.5 : 0 ��TOP OF TOP OF FLL FLL I TOP OF-�TF0.l -�- � r r r/r/rr = __ / �i rir� rr � �+ = = rrrirrrrrirrr rrrr/rr rill r :� -. - /irrir/rrrr /rrrr/i///r _ D•12^ GROUND D.12" _ / / / r/rrr/r/i _ GROUND /✓//// d /LINE d //r/i/ LINE d _ REARTH / 4" MIN. 1/10 0 � � ROCK OR MIN.MIN. 1/to D SOILLL� inrAw MLNL ut0 � X 0 % BEDOING �. EARTH X D X " PER MATERIAL. MATERIA NORMAL EARTH FOUNDATION 8"H ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAx.2+" OTHERWISE UNSUITABLE MATERIAL ®BEpp�.�O MATERIAL IN ACCORDANCE WITH SEC 302 OF THE ROAD AND MIDGE SPECIFICATIONS, REGULAR BACKFLL MATERIAL IN ACCORDANCE ,, w1TH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CLASS I BACKFILL MATERIAL INACCORDANCE WITH SEC71ON 302 OF THE ROM AAA BRIDGE SPECIFICATIONS. EMBANKMENT I A:KFLL MATERIAL SHALL BE NOTE' FOR PLASTIC PPE. T THE OF THE ABOVE THE PIPE. SHEET 1OF 4 S1 INSTALLATION OF PIPE CULVERTS AND. STORM SEWERS CIRCULAR PIPE BEDDING � AND BACKFILL - METHOD "A" 302 REV. 1/D4 3Q3 VIRGINIA DEPARTMENT OF TRANSPORTATION 1107.01 * 5. 0' -R. (SEE DETAIL 9.0, * 9' FOR VAN ACCESSIBLE SPACES HANDICAPPED PARKING DETAIL (NO SCALE) 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN NO. DESCRIPTION DATE CHKD REVISION NHS DOWELS, 8" LONG A ERMRSIBL£ AT W, C-C -1w, TRUICTION 5' MINN,t-r4 1211 MAX v � 12�7 MAx B 2' RAMP (SEE TABGE) TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS SHAPE TO MA OF ROADWAY CURB BACK OF CURB 4•� 20 I 1 - d6 tj MAk _ 2. SECTION AERM-A 4TRUCTION -J DINT "SECTION B-B NOTEI FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE N PERCENT MINIMUM IN AFC} ERNGTH 4" CUR 6" RS .0 4 8 1 5 7 2 5 3 1 6 9 4 i 5 10 1b 6 1 14 15 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CG-t2 NOTES THE REQUIRED LENGTH OF A PARALLEL RAW IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE, SHEET 3 OF 4 SPECNICATAN CG-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION REV, /0 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 R1-1 30" x 30" SEAL B VATSALAM THIRUMALAIMVAS No. 036261 SI AL DI.3A.sB.x FXPANRIAN vavmn ' 4F3" DIAMETER - BARS E WEEP HOLE FRONT ELEVATION BARS F " r- " BARS B j -.-J (HITTER REMOVEDI 0/4, SXIA" BENT *PLATI e SECTION B-B iN TYPE A NOSE DETAIL SMALL BE USED WITH CG•3 i CO-7 STANDARDS ► ,'. • CALYAMZED I/4 TYPE 8 NOSE DETAIL SHALL BE USED WITH CC-2 STANDARDS. TYPE A TYPE B %1" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68•30, TO ANGLE OM AT 21C•C. CONNECTOR$ AND IS TO BE ANCHORED WITH U/=" X 4" STUD SHEAR NOSE DETAILS WELDED TO BEM PLATE AT 2:' C•C. " APPR. PAVEMENT O 3A t, L pl-J8 L a•3C L 4'WARPED PAVEMENT -------------- I 01 x I C11 -j __•. .j .ti.s DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET IOF 2 STANDARD CURB DROP INLET wEMTO 12" - 30" PIPE* MAXIMUM DEPTH (H) s 8' 233 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 PROJECT (WHITE LETTERS ON BLUE REFLECTIVE BACKGROUND) do 12" �I DMV PERMIT REQUIRED s 00 $XX FINE $XX - AS APPLICABLE NOTE: SIGNS SHALL BE MOUNTED TO BUILDING AT HEIGHTS SPECIFIED NOTE: THE DOLLAR AMOUNT DISPLAYED ON THE SIGN SHALL BE AS SPECIFIED IN COUNTY CODE. i f• AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA GENERAL 1. METHOD "A PIPE BFADNG SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE OTHER f NNEJGHT OF OTED TH�EVEERRARANGE NOTED IN THE THE STANDARD PC -TABLES UNLESS 2. H • NECK OF COVER MEASURED FROM TOP OF CULVERT TO FLASHED GRADE. 3. 0 • EXCAVATON DEPTH AS SHOWN ON PLANS OR TO FORM DEARING SOIL. CIRCULAR PIPE 1, 0 • OUTSIDE DIAMETER OF PIPE. 2. d • If= DIAMETER OF PPE. 3. X WIDTH OF CLASS i BACKFkL U0EPlAL BEYOND THE EXTREMITY OF THE PPE. X • t2" WHERE EI IS LESS THAN 38". X IS" WHERE B IS 36" AND GREATER. 4. DIKCTEO BY TIME EEgNCNNEERR. BEODNC MAT MAY BE ELNNATED FOR EARTH AND ass N aAkiER W%1 iEIOHT of qLESS. T PLASTIC PIPE) 5. REGULAR BACKFLL MATERIAL MAY BE USED N LIEU OF CLASS I SACKML MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPET 30" AND LESS N DIAMETER WITH WIGHT OF COVER 15.OR. LESS. 8 SEOON(R MATERIAL /VD CLASS I BA9tFLL MATERIAL, MAY BE ELIMINATED FOR SHOULDER SLOT INLET 1101-131 OUTLET PIPES INSTALLATIONS, ELLIPTICAL PIPE 1. S I !- OUTSIDE SPIN DMEENSION OF PPE. 2. S2 • INSIDE SPIN DIMENSION OF PPE. 3. R • OUTSIDE RISE DIMENSION OF PIPE. 4. X • WIDTH OF CLASS IIBACKFI.L MATERIAL BEYOND THE EXTREMITY OF THE PPE. X • 12" wMERE' LESS THAN W'. X • IB" wNrtF 38" AID GREASER S. WHERE DIRECTED BY TIE ]ENNDIIEER. BEQONO MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE VAIN S2 IS 38" OR LESS AND WIGHT OF COVER 15' OR LESS. S. REGULAR BACKFLL MATERIAL MAY BE USED IN LIEU OF CLASS I SACKFR.L MATERIAL FOR ALL F. QLRM¢ATOM TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS MID HEM(AIT a COVER WOO LESS. PIPE ARCH 1. S • gSPEAAi DIMENSION fOOF� PIPE. /�L 4. x " WID OF� 2TS•'E OJMU 1 qq PIPE YT(>W THE EXTREMITY OF THE PIPE. i - " IB" & Sy IS 36IS S � GREATER 5- WHERE DIRECTED BY TWE ENGINEER. BEDDING MATERIALL, MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR LESCSSLAD HEIGHT OF COVER 15' OR LESS. IEU OF CLASS 6 ALL PO TIOAR N TYPES F ROUTINE ENTDRMNICLE WHERE 8 35 OR LESERUIL S HEIGHT OF COVER 15' OR LESS. Aym INSTALLATION OF PIPE CULVERTS AND STORM SEWERS �`Um NEw.1/o+ GENERAL NOTES 303 K)7.00 VIICNA DEPARTMENT OF TRANSPORTATION 303 s OF MD -POINT OFF LARGEST PPE. SLOPE 70 DRAIN TO INVERT OF OUTLET PPE EECTION A -A IF TREATMENT IN DROP INLETS TODRAIN INVEO OUTLET PPE • xv I Ivry v-v PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA, DEPARTMENT OF TRANSPORTATON 106.06 6"X 6" WELDED WIRE FABRIC PAVEMENT SECTION FOR PARKING LOT N.T.S. NOTE: PROPOSED MATERIAL DEPTHS ARE BASED ON AN ASSUMED SSV VALUE OF 6. ACTUAL MATERIAL DEPTH MUST BE CALCULATED BASED ON KNOWN CBR VALUES AND DESIGNED ACCORDING TO 2000 PAVEMENT DESIGN GUIDE. THE TYPICAL PAVEMENT SECTIONS WILL BE REVISED ONCE ACTUAL CBR TESTS OF COMPACTED SUBGRADE ARE PERFORMED. TITLE SITE DETAILS SLOPE NIMUM I IN DIIF ECTION e0F DRAINAGE I AS SHOWN ON PLANS mom Em C]�E1»����OO>O�tt��0®;Ov00��r3i�I• t'��E��E�����E�E$�©®l�fri�i'•'�©�IQ:�®i'i •'fit!'• �� r� � ©� �•� ra�rr.� :n■ ��I E� ■EMI■ � � E�•ii lu r,� o �r.�■ �?� • '!� .'1• E�i�11�L'� •77E�E�fii �E�+ t�i1 31iE� 3i�111110-7=WTT! I����a€z�©���-�■r:'sm�tnr�.��l��t��ot���'•Ira�iE�l�lra�l�ra■�clr+ra•���II ��I■�€�I��rv��l�'L�r�r�r�>•��I�J��'>•E�ua���a�%�`�I�a�l■c��><'iF'• i?'3i �� �!t 3:� ®il:.�•3'1f ■I �711 r'I�r�'!3�'T� E� �� E� E�� t'• iF�4i IlEitl� Ral'all � s1��Za■ �'t'7 iI')i�F.#�3�©�■I�,.�ri�i�E�E��II©E`����tt�r�'��a�awsa�l�r� �t1♦���Kzrm�ErEmmmlii♦ ��3�I�lo�¢�II��>•�Ii�r��wl���r�lr5r�>•■cQ�l©i3q•=I111111370 E�>�-?->. �r-!'� c'.i �cm. spa �� �� r�� E� I�•Q� �� �II�'� �rr� � E�I�r saw �� IWT-AM-11 ■wi1mt =W-Ml�a��'� �a■r� it���■�a��a>srl�s%i "sXMINIIIIIII, MIS. 1111111:0AAM-113 W-M t�n[wi=E'mm•=mFmm ■i'� t'1�� �� 0 �'F'Tii ET11 ti�iI�717 E� E� � �� I<'• i�� t� ia� E� ia7ilETf� M.x�rL711��i>•��r»I .s�E�Ir��r���E>��I�t��ar�rr■�#�dc% 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS MEASURED FROM ppTHE AVERT OF 7 OUTFALL RIPE TO THE TOP OP �OF THEON THE STRUCTURE. FOR ESTIMATING PURPOSES ANAPPROXIMATE THE ACTUAAL CONTRACTOR FR LWRBFIEID DETERMINEDBY THE 3, WHEN �SPE EIEONON PLANS WT1 pPILS1VT ANDARD IAIATERNAIS OFTOTHESHAPINGISTOALL INCLUDED N THE BD PRICE FOR THE STRUCTURE. N THE EVENT THE NV"T OF THE OUTFALL 4. PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE INERT OF THE STRUCTURE SHALL BE �D WITH CEMENT MORTAR TO PREVENT STANDING OR PONDNQ OF WATER N THE STRUCTURE. THE COST OF FURNISHING A40 PLACING ALL MATERIALS NCOENTAL TO THE SHAPING IS TO BE INCLUDED N THE BID PRICE FOR THE STRUCTURE. S. STEPS ARE TO BE PROVIDED "N H A 4'•0" OR G ATER. FOR DETAILS SEE STANDARD ST-1L 7, B. g' 10. 11 12. 13. 2'4CXC$1, SMOOTHDOWELS LILSAAT AREAS�Ap ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT,"aAMET R WEEP HOLE TO 8 LOCATED TO EaE 12"NLY 8 PLASTIC MA W tx0TH M 4" MEWITSH ,CAA OIZEp r F , . Way IRE _ SIDE OF THE STRUCTURE. Co RRE ORCING STEEL SHALL HAVE A MIN. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL OPENINGS BY 2". CAST -IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. LENGTH OF SLOT (L) WILL, N EVERY CASE, BE SHOWN ON PLANS. I' MET IS CONSTRUCTED N MEDIAN CURB OR WITH INTEGRAL CWGUTTER IS TO BE OMITTED (SEE DE AIL). 13, THH�Ir E AREAMAYSION BE EA THEWILILAN WHICHLY CASE TO C1 AND OUTTAND R. 16. pCNOSNPCLRAECgTEp QUANTITIES SHOWN AREFORDEPTH (H> OF 5'•2" WITHOUT PIPES. T AMOUNT F4 INLETSTOF TO OBTAIN TRVE�ODUAN PIPES CUM DEPTHS CONCRETE FORT EACH F T OF DEPTH. 17, 6" 7H Of AMBLE IRON AS SHOWN ON SHEET 1 IS TO 8E L t16" AT 4.10 LBS./FT.. 18. M DENOTES LENGTH OF ONE (1) BAR. 19. ALL REINFORCING BARS TO BEARS, 20. WHEN MET 15 USED IN 4'-0" MEDIAN. BACK OF INLET IS TO SE SHAPED TO CONFORM TO PROPOSED CURB. 6, THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD IMETS MAY BE CONSTRUCTEO WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING 01-MB. SM+t 2 of 2 11 >> STANDARD CURB DROP INLET 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VIRCIMA DEPARTMENT OF TRANSPORTATION 104,10 rlr CG•b NOTES: 1. THS ITEM MAY BE PRECAST OR CAST N PLACE. 2• CONCRETE 70 BE CLASS A3 IF CAST N PLACE. 4ptO0 PSI IF PRECAST. 3. Cow*"TION CURB tr CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAD FOR AS RADIAL COMBINATION CURB L CUTTER. 4•FOR USE WITH STAIKIIIED OPEN-GRADEO ORMNA `DYER THE BOTTOM Of THE CURB AND CUTTER Ekj BE CONSTRUCTED PARALLEL 70 THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED 1.5 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 2" R LESS N DEVELOPED URBANi AN CAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. . p 6„ 7. • p D D---- c---- a-----� ATT TW EOPTION OF THAMAY CONEf�E3ifRACTOR THE 90TTOM OF THE CURB AND CUTTER MAY BE CONSTRICTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MANTANEO. REFERENCE COMBINATION 611 CURB & GUTTER IDS 502 VMC*U DEPARTMENT OF YR04PORTATION 2o1.o3 )NCRETE AS REQUIRED OAMS ACTED TO BY ASSHTO-T99 (NO SCALE) VARIES -SEE PLAN CLASS A3 CONC. . E . �. 4 i4 4 d a G `� a #4 @ 12" EW 4" SELECT MATL �/\`-'������ VDOT N0. 21B AGGREGATE BASE COMPACTED SUBGRADE AGGREGATE TYPICAL. SECTION CONCRETE PAVEMENT FOR LOADING AND DUMPSTER PAD (P2) (NO SCALE NOTE: CONTRACTION/EXPANSION JOINTS SHALL BE PROVIDED AT 30 FT. INTERVALS IN ACCORDANCE WITH VDOT STD. PR-2 ALL JOINTS SHALL BE SEALED IN ACCORDANCE WITH VDOT ALTERNATE 1 "x6"S 2" RADIUS 4" Ii-i i-IIII�I� 4 (0 1"•1• II od - r 6" 2'-0" REVERSE CURB & GUTTER NOTES: (NO SCALE) CG-6R - PROVIDE WHERE INDICATED ON SITE PLAN CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4,000 P.S.I. IF PRECAST. Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN N/A SHEET FILE NO. 8 OF 12 12814-1-0 C) \1 30REAH -T1qA,*,s I Z_ L) 5.00 f\6,- L S EF, K) A6 )> Z_ PIPE VENT T Z4" SAN. LAT. 09 WIN. 2.08% 5 Ll -7 E GRE S STPAKHQOSE 'RAP LINE 6,163 ��QIJANt FEET F INV.= 714j 010' 7 00 cj� z 6 CD e INV. =71I 5.00 (8 > ,70 + 7 4 _F;� w DR N R TRASH co��CA ENCLOSU P&A' L D_ j- 7 D E P 0 0 U I\ I f ;41 - ;, \E 00 ELECTIDICAL► 20' WATERLIN > t - 'EASEMEN CTI .---i - - I n PRII, ARY T 1�_ LN U) C Z 2" DOMESTIC nr_�,F E DE P VP I i WATER SERVICE REDUCE` WA _4 rER fr�Trg WI K (MA BE I NST)\UEE I N S I DE BILUG PE F I VV 0 *F ffQSA REQU11,RE MENTS' FT� E/SERVICE�,, LINIE— > PPP v CAL U f '.04-\(E (-Ii--yp /1\ Y<, V! 0 tcl N=717-1-17- i) j F "CPP ND L'Et R 155-6 1DERGT)'!I EAL FE&VER: �*Fyp.) I I QL @2.13% '11VI �T 6 35' \A/-R. P, IIUT=717.50 (6" !CPP INV S M T. @ 3 23% C 2 T_ U F�\ I 1\1 D 1 17 15.5'-6"CP_)AN. 0 XI, �P\ INV OUT=717 1] 50 VENT m NV IN PIPE f -0 15 J"► 5'-6"CPP @4.46% \d > :7 1-- V- 1 1+1:1 M, INDIRECTI �b ILIT-717.�v wj STE W IN\ 1 6" AN LAT co 06't hf-I INV 0 7-1_0� T/ 1, > N FIT L 15" CP 5 75'-8' 'CP CN MIT ► (TYP.)' 44,115 /S.F. 0 >I CPP JJD % F_ x CIO N R X\ NV QY I m ]> 11 f 0 o 0 C) J L _L i 0 > C 0'11�1 > 777 �t Ili 0_ 77� F`71 T1 I _m�_ _ _j Uff L7_ L 00) 7— > ZI 00 N WA > \0 EV F­ 0 P F1\1 I ZlIm" T7 �v 0 Z A t\ NIN CO 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER COUNTY AND FCSA COMMENTS 8/9/06 BTN 3 REVISED PER FCSA COMMENTS 8/16/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROJECT CARRABBA'S AT KERNSTOWN COMMONS PROFESS31ONAL SEAL V31B 0 VATS 0 THIRUMALUNIVAS No. 036261 "10NAL SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TlITI F PLAN DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 " =20' SHEET NO. 9 OF 12 12814-1-0 UTILITY Patton Harris Rust & Associates,,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 FILE PROFESS31ONAL SEAL V31B 0 VATS 0 THIRUMALUNIVAS No. 036261 "10NAL SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TlITI F PLAN DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN 1 " =20' SHEET NO. 9 OF 12 12814-1-0 UTILITY Patton Harris Rust & Associates,,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 FILE UTILITY Patton Harris Rust & Associates,,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 FILE gar_._, sl r 24' select backfill G ir2 O.D. --- 6" CONCRETE CRADLE u1t 24' select backfill Ali backfill to be compacted to 95% of ASTM D698 maximum density. STANDARD s concrete ------- ^40 CONCRETE ARCH R 24' select backfill 6" 6' CONCRETE ENCASEMENT TRENCH & BEDDING -1- VBHH77-15SHC•11.77 2" custom setter (meter by FCSA) cast in place access standard flattop door, centered in for 4' diameter top (see note 1) manholo 48rIe5 at property line 2 max finished (a" note 2) grade skid pad roadway box 2' CTS polyethylene 27" - 29' 3' riser section for 4' diameter manhole With tubing (PET) 200 psi cutouts w/ Ss Inserts at all 45° connections 3 min. --+-I aaddlle with 2' Co ration stop;i`ti:;a r�. ^!'.� ,+: rf-. ..v ..-�^x .. .,,, �•.;�::; water main 8° stone bedding solid support blocks under gauge Insucurslom setter 12 Insulated copper ball valve curb slop with PJ wire for One tracing, taped C14-44 w/ SS Inserts (GTS) both ends iB44-777 at 10 foot Intervals and MIP plastic plug w/ SS Inserts); with 2' gate valve operating nut NOTES: 1. Access door steal{ be by Halliday Products or our approved equal: + a) in non -traffic area - model no. S1 R3030 «r b) in traffic area - model no. H 1 R2424 2. Water service crossing street: a) Encesed In W dlarnetar SCH 40 PVC or SDR 21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. CUTOUT DETAIL b) Install 12 gauge Insulated copper wire (for Nm tracing) from Corp. stop to Into the meter brim I wrap wire around (typtcal) carp. stop; wire to be taped to top of PET at 10 foot Intervals: come up into meter box and terminate level with angle bag valve). 1 1/2" and 2" METER INSTALLATION .g. 4• soled ackfw 2 O.Q. SEP 05 72 EX 8" SDR-2 WATERLINE 10+ 15.00= EX 4" FM XING 71C DATUM ELEV 700.00 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER FCSA COMMENTS 8/16/06 BTN NO. DESCRIPTION DATE CHKD REVISION Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. S&ALLLARGE SIDE JOINT RESTRAINED LENGTH OF PIPE (Ft) SIDE JOINT PVC DiP 6' 8" 10' 12' 6" 8' t0` 12' s" -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 to' -- -- -- 40 -- -- -- 20 REDUCER L el_ - In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH `OF PIPE (Ft) PVC DIP 6' 8` to- 1 12` 6' 8' 10` 12' 60 60 80 1 100 40 40 60 60 concrete pad 1'-W dia. x 6' deep VALVE, DEAD END (PLUG, FiRE HYDRANT) RESTRAINED JOINTS 1 OF 3 finished grade 4° stone--� screw type adjustable valve box 48' min. location marker stone valve restrained joint restraints to main one l W to 24' --- � 6'x 8"x 16' odd block (for valves 12' and Larger) Note: this detail is also used for butterfly valves VATERLINE K PROPOSEDJJ;GRADE t--EX15TING GRADE f ]:C -tea c CID3 w O' a fU a n0Z rvq� !_ 0 CD6l< rx ?tin - O rJ _ - - w p V w iM. IE II ' UMJ Ill � II Z CC,_n 10 0 N 8X !c6I- C to -4 co d' " ++ o 0 Co + 1 0 1 + aa) (O o i 1 -I OI O 00 00 10+00 PROFESSIONAL SEAL OF Ir VA VATS v THIRUMALAINNAS �' No. 036261 !?, j )i fcos- SSjoxAL ,mil GATE VALVE .g. PROP 6" SDR-21 WATERLINE J 0Z wo ll D (0Co 00 0! 00 C-).- Z w c SEP 05 In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that fails •- within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a te0s requirements for Lb. A Wye shall be restrained per a tells Lr and a 450 bend's L requirement. RESTRAINED LENGTH OF PiPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 trench width as required RESTRAINED LENGTH OF PIPE (Ft) TEE PVC OiP r X b Lr Lb Lr Lb 10 X 6 20 20 10 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE f-"----- L ---- -In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP ' DEGREE 6' 8` 10' 12' 6- 8' 10' 12' 90 20 20 40 40 20 20 10 40 45 20 20 20 20 20 10 20 10 22.5 20 20 20 20 20 20 20 20 11.25 20 1 20 1 20 10 20 1 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 f W dia. schedule 40 steel rc� pipe filled with concrete and painted yellow 3! - finished fl 7 grade 2' t 18' dia. concreEa I encasement BOLLARD DETAIL ? I� FIRE HYDRANT ASSEMBLY -10- finished grade--\ DOWN BEND DEPTH 4 FT. MIN. Ld DOWN BEND RESTRAINED LENGTH UP BEND I DEPTH Vertical offsets contain down and up bends. I On down bends, one joint faces horizontal and the other points down, On up bends, one joint faoes horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any DP BEND RESTRAINED LENGTH joiInt that falls within the recommended length on each slide of the fitting shah be restrained (Ld, Lu). - RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. Mill 5-12 FT. 4 FT. MIN. 5-12 FT. WEIINPE DEGREE OF BEi+105 Ld (DOWN) Lu (VP) SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6' PV1C/01P 45, 22.5 & 11.25 20 20 to* PVC 22.5 & 11.25 20 20 8` PVC 45 40 20 id' DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12' PVC /D1P 45 40 20 8' ONP 45, 22.5 & 11.25 20 20 12" PVC 22.5 & 11,25 20 20 t0' PVC 45 40 20 12' DIP 22.5 & 1115 20 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -$- SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 gasketed bell 46" bend Fbed adapter 2' 3 minimum-=-►i SDR 21 gasketed SDR 35 8' x 4' Pipe and fittings 3Ctf 40 gaskeled bell wye advent weld cap prol y line finished tide location marker 36" min. corer stone (�\ 45-----, .... 1 treated n 4" with - top S' painted green 4' pipe at 2.00% minimum grade SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- finished grade 10" Q vaivoo, him S A Q with Bidma�- "SEWER bottom section --- of box sanitary A sewer main SDR 21 wye ••" 730 720 710 X L'i c� DATUM ELEVcn 700.00 M r` 5 AA 51 B N co N II 00 II � � 1 (D II I II CL O PRO GRADE EX GRADE I -. .� 1 4.17' 56.51� ® 0.53% ® C-pP_.-__._ 15„ CPP LS 3 min i Lo LO I X 'c to u)un�: r` OO) 00t7r7 - (flOtr7'- co. r +0)r`r- C N r` +Or, II m O'-" II li II p z 7-G O_ N it = it jj Z o Q >> > � 0ZZZ <C Is-» � V)ozz co a� O to 00 06 10+00 concrete skid pad i►--- �" ""�� 116' dla. x W deep 4' stone Panels Model PA4SV-CSK (41 clean cast Iron out cep with brass plug having a countersunk square head SDR 21 - deanout pipe brick base a �i iR 2145° bend 6' stone bedding SEWER CLEANOUT -19- STORM SEWER DESIGN COMPUTATIONS SEP OS 11 +00 m M - 0 Ln U)to j"d_'-co �Nr-, -}- O h O Z �� O_ nozz From Struct. To Struct. Structure Ty pe Drainage Area (acres) Runoff C Factor C * A Time of Concentration Flow Design Profile Top Elev. % FULL Increm. C * A Accum. C * A tc To Pipe (min.) Time In Pipe min. Accum. Time (min.) intensity "I" ((in./hr. Q Increm. c.f.s. Q Accum. c.f.s.) Pipe Diameter inches Slope (%) Mannings "no' Factor Maximum Q c.f.s. Flow Full Velocity f.p.s. Length ft. Fall ft.) Upper Invert Lower Invert 51 B 51 A DI-3B 0.22 0.90 0.20 0.20 5.0 --- 5.0 6.90 1.37 1.37 15 0.53 0.012 5.08 4.14 104.17 0.55 715.75715.2 20.2 26.87 51A EX 51 DI-3B 0.12 0.90 0.11 0.31 5.0 --- 5.0 6.90 0.75 2.11 15 2.65 0.012 11.40 9.29 56.57 1.50 714.95713.4 720.2 18.53 STORM SEWER INLET COMPUTATIONS Inlet Station Drainage Area acres Runoff C Factor C * A sum C * A I in hr) Q incr (cfs) Qb carryover (cfs) QT gutter flow (cfs) S gutter slope (ft ft Sx cross slope ft ft T spread ft W ft W T SW ft ft SW SX Eo a = 12W(SW-SX) + Loc. De S'W a 12W Se = SX + SW(Eol ft ft Computed Length LT ft P Effec. Length ft Specified Length L ft L LT E Qi Intercepted cfs Qb CarryOver cfs Sag Inlets Only Remarks Number Type Length ft d ft In ft d h T Spread ® Sag ft 51A DI-3B 4.00 - - - 0.12 0.90 0.11 --- 4.00 0.43 0.00 0.43 0.0100 0.0100 - - - 2.00 0.24 0.0833 8.33 --- --- --- --- --- 7.60 4.00 --- --- --- --- 0.08 0.458 0.17 8.47 1AT SUMP 518 DI-3131 4.00 - - - 0.06 0.90 1 0.05 1--- 4.00 1 0.22 1 0.00 1 0.22 10.010010.01001 - - - 12.001 0.37 10.08331 8.33 --- --- --- --- --- 7.60 4.00 1--- --- --- - - - 10.0510.458 0.111 5.34 1 AT SUMP PROJECT CARRABBA'S AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA UTILITY PROFILES, COMPUTATIONS & DETAILS Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD MAY 2006 CHECKED SCALE BTN AS SHOWN SHEET FILE NO. 10 of 12 12814-1-0 f� ,y 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN 2 REVISED PER FCSA COMMENTS 8/16/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROJECT ■ ■ ■ ■ m Am ■ ■ AT KERNSTOWN COMMONS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE LANDSCAPE PLAN Patton Harris Rust & Associates,Pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. Leesburg, VA 20175 R+A T 703.777.3616 PH F 703.777.3725 DESIGN SURVEY MWT PHR+A DRAWN DATE MWT MAY 2006 CHECKED SCALE MWT 1 "=30' SHEET FILE NO. 11 of 12 12814-1-0 Planting Notes: 1. The planting and maintenance of all trees shall meet the specifications of the American Landscape and Nursery Association. 2. The planting of trees shall be done in accordance with either the standardized landscape specifications jointly adopted by the Virginia Nurserymen's Association, the Virginia Society of Landscape Designers, and the Virginia Chapter of the American Society of Landscape Architects, or the road and bridge specifications of the Virginia Department of Transportation. The County shall maintain current copies of these specifications available to the public. 3. All plant material shall comply with sizing and grading standards of the latest edition of "American Standard for Nursery Stock". Provide stock true to botanical name. 4. All plant material shall meet or exceed the specifications of Federal, State and County laws requiring inspection for plant disease and insect control. 5. Quantities shown in the plant schedule are given for the contractor's convenience. The contractor shall install all plant material shown or noted on the plans. 6. No Changes are to be made to the plant schedule unless first approved by the Landscape Architect. Please contact the PHR+A Planning Department at 703-777-3616. 7. The contractor shall remove all staking and guying material within one year of installation. 8. Provide plants typical of their species or variety, with normally developed branches and vigorous root systems. Provide only sound, healthy, vigorous plants free from defects, disfiguring knots, sunscale injuries, frost cracks, abrasions of the bark, plant diseases, insect eggs, borers, and all forms of infestations. 9. All landscaped areas are to be seeded, unless otherwise noted on the plan. lo. Verify utility locations before beginning any planting operations. See general notes for more information. 11. Plant deciduous materials in a dormant condition. Plant evergreen materials between September 1 and December 1 or in spring before new growth begins. Spray plants with anti -desiccant if to be planted at other times. 12. All planting holes to be free of rocks, gravel and other debris, See details for planting procedures. 13. Backfill trees and shrubs with topsoil and peatmoss (or leaf mold) at 3 to 1 ratio by volume. 14. Mulch tree and shrub planting pits and shrub beds with 100 percent shredded hardwood bark mulch 3" deep. 15. The contractor shall remove all dead wood or suckers and all broken or badly bruised branches, in accordance with the American Association of Nurserymen standards, to preserve the natural character of the plant. 16. A soil inoculation containing mycorrhizae, and roots biostimulants shall be added after completion of all back filling. 17. Actual placement of trees will be adjusted in field to account for conflicts with utilities. 18. Before digging call " Miss Utility" of Virginia at 1-800-552-7001. ig. All landscaping will comform with section 165-36B of the Fredrick County Zoning Ordinance. 20. Landscaping substitutions must be approved in writing by the Fredrick County Planning Department. 1 REVISED PER COUNTY AND CLIENT COMMENTS 7/5/06 BTN NO. DESCRIPTION DATE CHKD REVISION PROJECT Total Site Landscape Requirements: ® Requirements • A minimum of 5% of interior portions of the Total Site Parking Lots shall be landscaped for the purpose of providing shade trees. • A Minimum of 1 (one) Shade Tree will be provided for every 2,000 SF of Impervious Area for the first 100,000 SF of the Lot Area • A Minimum of 1 (one) Shade Tree will be provided for every 5,000 SF of Impervious Area over the first 100,000 SF • A minimum of 1 (one) Shade Tree will be provided for every 10 parking spaces • As required - A three -foot -high evergreen hedge, fence, berm, or wall shall be provided on the perimeter Landscape areas to prevent headlights from shining on public rights of way and adjoining properties. (see Planting Plan and Plant Schedule) Site Totals Total Site (Lots 1-8) Interior Parking Surface = 849,856 SF Minimum 5% Landscaped Islands = 43,470 SF Total Site Landscaped Islands Provided = 89,734 SF Interior Parking Surface to be Approved to Date plus (this application) = 441,596 SF Interior/Exterior Parking Lot Landscape: Lot 7: • Interior Parking Requirements ■ Lot 7 has 75 Parking Spaces requiring 8 Shade Trees ■ Interior landscape portion = 977 SF ■ Interior Shade Trees Provided = 8 (Three of which provided in Route 11 Landscape.) • Perimeter Landscape Requirements ■ Total Impervious Area = 28,205 SF ■ Perimeter Shade Trees Required (28,205 SF/2000 SF) = 14 ■ Perimeter Shade Trees Provided = 14 (Provided in Route 11 Landscape.) , .� 'om 61 SET TRUNK PLUMB { PRUNE ONLY DAMAGED OR DEAD BRANCHES SECURE GUYS WITH RUBBER HOSE TO TRUNK DO NOT MULCH WITHIN 6" OF TRUNK *(2) 2"x2" WOOD STAKES SET AT 180' (ALT: STEEL FENCE POSTS) I 3" OF MULCH N4_A SLOPE SIDES OF PLANTING HOLE NOTES: 1.*STAKE ONLY TO PREVENT WIND TIP OR WHEN PLANTING ON STEEP SLOPES 2. REMOVE ALL TAGS AND ROPES FROM BRANCHES AND ROOT BALL, REMOVE BURLAP OR WIRE BASKET FROM TOP 1 /3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE TO PREVENT ROOT BALL FROM SHIFTING 3x DIAMETER OF ROOT BALL NOT TO SCALE PRUNE ONLY DAMAGE OR DEAD BRANCHE 2" OF MULCI CREATE A SAUCER SHAPI WITH MULCH TO HOLD WATEI SLOPE SIDES OF PLANTING HOLI REMOVE BURLAP OR WIRI BASKET FROM TOI 1/3 OF ROOT BAL TAMP SOIL AROUND ROOT BAL'. BASE FIRMLY TO PREVEN ROOT BALL FROM SHIFTINI UR UUIV 1 NIIVGrN JILC. NOT TO SCALE i Kernstown Commons PHR+A Proj. No. 12814.1.0 PLANT SCHEDULE - Carraba's LOT 7 ID Quantity Scientific Name Common Name Planting Size Condition Deciduous Trees - Interior AC 5 Acer campestre Hedge Maple 2" Cal. B&B - A:', 110% rMM11" a I a LJ,-­1N DSCAP E U t. I A L & a OW& N 0 T E!, � 3 Patton Harris Rust & Associates®pc Engineers. Surveyors. Planners. Landscape Architects. 208 Church Street, S.E. Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 DESIGN SURVEY MWT PHR+A DRAWN DATE MWT MAY 2006 CHECKED SCALE MWT N/A SHEET FILE NO. 12 OF 12 12814-1-0