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26-04 Walmart - Commercial - Gainesboro - Backfile
a Ln 0 V- ro ru a a c M Ln tV Ln 4 G 4 v r.l , a, C E C c .�c c i d CA. cn Planting Summary "a a.) _Zoning [district Buffer — Full Screen A full screen includes a landscape screen consisting of a totally landscaped easement of ftb a least 10 feet in depth. Within the easement, there shall be a minimum landscaping density of three plants per 10 linear feet, and they shall be at least four feet in height at planting and intended to reach a minimum height of six feet at maturity. There shall be at least three species of plants with the majority being evergreens and at �--� least 1 /3 being deciduous. In addition, a full screen includes a six—foot high, opaque hedge, fence, wall, mound or berm. Where natural barriers, topography or other features achieve the functions of the landscape screen, the requirement may be waived by the Planning Commision. Total Zoning District Buffer required on site: 1,052 Linear Feet1 1,052 I.f./10 = 105 �- Plants Required: 210 (every third plant is located within two consecutive 10' spans and therefore counts as two plants) z min. 70 deciduous (1 /3) min. 106 evergreen (majority) 3-PRUY (Pt�) Plants Provided: 210 104 deciduous 106 evergreen , b.) Landsca I within the Parkins Areas Interior Landscaping (1E) 4-CORK (PP) Parkins_ Lot Islands and Continuous Raised Strips A minimum of 5% of interior portions of parking lots shall be landscaped for the purpose of providing shade trees. Total interior parking surface = 470,652 SF Minimum 5% Landscaped Islands = 23,532 SF 3-PRu'r (PP) Landscaped Islands Provided = 23,584 SF 1 shade tree/10 parking spaces FUTURE 5' 1,278 parking spaces = 128 shade trees required SIDEWALK` Shade trees provided = 128 Perimeter Landsca®Ina (PPi �-C' rZK (PP) 1 tree/2,000 SF of impervious area for the first 100,000 SF of the entire site ��" 1 tree/5,000 SF of impervious area over 100,000 SF of the entire site FUTURE TRAIL 3-Qu>=5 PP Total Impervious Surface Area = 470,652 SF _ Required Trees = 124 (50, first 100k; 74, 370.6k) Trees provided = 124 A three —foot —high evergreen hedge, fence, berm, or wall shall be provided to prevent headlights from shining on public rights of way and adjoining properties. , Plantings Re uired Based on Rezoning Request Proffer ;' - E ( P) a.) Fifty Foot (50') Buffer Along US Route 50 CPLB� A fifty foot (50') landscaped green strip along the US 50 frontage portion of the site including a 10' hiker/biker trail. Within the easement, there shall be a minimum landscaping density of three plants per 10 linear feet, and they shall be at least four ` r,-PRUY PP feet in height at planting and intended to reach a minimum height of six feet at maturity. 5} There shall be at least three species of plants with the majority being evergreens , ;> and at least 1 /3 being deciduous. ,` c Total US 50 Frontage 1,200 Linear Feet ' 1,200 I.f./10 = 120 Plants Required: 240 (every third plant is located within 2 consecutive 10' spans yM and therefore counts as two plants) !' min. 80 deciduous (1 /3) F min. 121 evergreen (majority) Plants Provided: 240 r' 106 deciduous 134 evergreen b.) Ten Foot 10') Buffer Along Northern Pro®edv Line a �r A ten foot (10') landscaped buffer area along the northern property line landscaped' with white pine evergreen trees or an equal plant species, with trees a minimum of four feet (4') in height when planted and planted at ten foot (10') intervals. a 9 Northern Property Line (excluding curb cut and 20' (4x5') offset from curbs) - -' 1,473 Linear Feet 1,473 I.f./10 = 147 k> Trees Required: 147 fi r, T. Trees Provided: 147 17, Y h _NOTES: 1. ALL DRIVEWAY AND ENTRANCE CONNECTIONS SUBJECT TO 1 VDOT AND LOCAL AGENCY APPROVALS. ' 2. DO NOT SCALE FROM DRAWINGS. 3 t' f r REINFORCED RUBBER HOSE � ti ► AT FIRST BRANCHES # 2 WIRE NON -GALVANIZED ANNEALED - 3 SPACED AT 120 �� p0+ 60.25' YELLOW FLAGGING 2 PER WIRE REMOVE BURLAP, CUT & _ REMOVE TO I/3 WD2E BASKET F WATER SAUCER f SET BALL 2' HIGHER THA 4' MIN. VAIA I-AGER (PP) J 9 10'LANDSCAPE BUFFER PLANTING LEGEND ZDB= ZONING DISTRICT BUFFER IP = INTERIOR PARKING LANDSCAPE PP= PERIMETER LANDSCAPE PLB= PLANTING BASED ON REZONING REQUEST PROFFER # OF PLANTS PLANT KEY (SEE PLANT LIST) �! ACER (PP}"�'— ZONING USE ABBREVIATION (SEE LEGEND) ,9 KEY QUANTITY BOTANICAL NAME COMMON NAME CALIPER HEIGHT ROOT MATERIAL SPECIFiCATION5 ABED q6 Abello x 'Edward Souther' Edward toucher Abelia Sool. Cont. daee form; good color; well rooked AGER 010 Ammer rubrum Red Ma le V, 2.0" Cont. strdidit dow, uniform I;Tord •well-mat4W AMEA 23 Amerlonchier orboreo VoiNneii Serviceberr 2.0" cont. str t hn • dense uniform brauh • well -matched BETN 15 Betula nicira River Birch 2.0" cont, uniform bra h • well -matched GERG q Cercls canodensls Eastern Redbuci' 2.0" Cont. stroW hrik, dense uniform branch • well•md 4*d CORK 35 Cornus kouso Kouso Do wood "� 2.0" Cont. strddt hrk, dalse uniform brcnch • wail -matched EUOA 27 Euon mous alotus 'tom aetus' Dwarf Burnie Bush 3 ciol. Cont. dame form; color;well rooted ILEC 61 Ilex cornuto 'Carlssa' Corisso Holl '' 3 al, Cont. dense form; qwd color; well rooted iLEO 36 Ilex o aca '6reenleaf' American H0IIL1 4' cont. dorm form; good color; well rooted .IUNV 141 Juni erus vircIlnIona Eastern Red Cedar 4' Cont. strakK hnk,dam mifo•mbranch color LAIN 47 La erstroemla indica 'Natchez' Natchez Cra em rtle ✓ Q 201 4' Cont. UnIfom brayhVa. gqLd color PiNS 175 Pinus strobus White Pine ✓ 4' Cont. str •dose uniform branch color PIN\/ 13 Paus V1r lnlana Vircilnia Pine J 4' cont. stm dense unfo m bravcha 4wd cola PRUY 45 Prunus x yoodensle, Yoshino C.herr 2.0" cont. s •delee uniform i:rayhft well-makW QUEP 16 Ouercus phellos Willow Oak ✓ 2.0" Cont. str t dawe unlo'm brc •well -matched RHOE 47 Rhododendron 'Roseum Ele ans' Roseum Elecions Rhododendron 3 cial. Cont. dense form; good color; well rooted THUG 0117 Thu o occldentalis 'Emerald' American arborvitae ✓ 2.0" Cont. str dense uniform big color TILT 34 ITIlln tomentoso Silver Linden ✓ 2.0" Icont. str da'ee uniform bray •well -matched VIER 25 Vlburnum rhwtIdoPht4IIum Leatherleof Viburnu 3 al, laont. daea form; good color; well rooted IISS F + orb l°i� • Q <} G G,f Ff® RSp ���c E RISHT v � "r C C4"0p CUDf GROSS "0pY S. SF (Np E 8l SF ( c '. (Npr /NC 1NSLU� Or G4&c�-0j"G g� }} �VpEO -40 R GRp 3Cfi�TER)�c G4R0 w °SS t\ SQ�4R RE fi 0°3,pg7TFR ��V} T4w 1 rk °TyG�1 Ej a r 96 0 28 A trey O-LA N I 4-LI�GN IP _- -f 4-c EP ROVI E 5' TER/ -� 4' TH RED ED AGED D MULC RING AR❑ L TIRE LAW ARE CTYP A V S RIP SHA \ SODD N SIDE K , RDA A D PAR EAS P VIDE 4 T C SHREDDED ¢ TD P T WASHING AGED HA R W CH IN \ - ILT ! FRO) ❑ (TYPICAL W L- RT SHRU B S YPICAL) 2-A E ALL ARE REQUIRED TSODDED D n I S BS — u ' 6 f' FDVISHED GRADE ' -v 4' MULCH LAYER BERM rt aM V 1" t 4-TILT (PP) (3) 2x4 STAKES, 2 6 r +�, _ e tr M• ? WBACKFILL WITH NATIVE SO ��'� �`�� I I-PRUY fP �• OR $OIL MIX AS NEEDED - rA COMPACTED PLANTING SOIL AS NECESSARY �18, 18'� I RM PLANTIN6 or S-AGER (PP) o0 00 0 0 2-EVOA ) i r • 2-ILeO I-AMEA ) I- !t 402 (PLO) M 44 _XW (PLO) 2-PINS 20 68 +.. •,,. s-rs++or a I- d e o'r' , i m qPE 4-Ages 9' cn -I r •++rr 1 , , P FE I I _ - I R `3 ,..!►••� 1 I 1,-. �-) 2.•J.A•7V PLa .,.. '• • 1� i-1 n '" '', • _,!•r•...,,.,r„,�_'•""�+rl.. ¢ I-ILlSOa I-TNUO (PLO r ,► _ - .__ __- '� �.cowc cwl.a) -AMEA 2 . + d k t A4ftr .;. i I- I -CORK I-AMEA REMOVE ALL TAGS, TIES, ETC. FROM SHRUB FACE FULLEST SIDEOF PLANT TO THE OUTSIDE OF GROUPINGS g - LOOSEN BURLAP TIES \ T� OR REMOVE CONTAINER 50 SET BALL 3' HIGHER THAN FINISHED GRADE WATER SAUCER 4' MULCH LAYER `_- MULCH _- • ��) i +r�r FINISHED GRADE ABOVE BERM PLANTING SOIL PLANTING SOIL SEE SPECS, FOR o� PLANTING SOIL MIX k�/Ht. �Y IiF• II(hi'12Jr'.1 +i. 4 +1 ', f n•F COMPACTED — = it i +j I� 1r6 sk.,4v _I�11 r F PLANTING SOIL Y \,lf• • �, 41M�•N• „ " ' NOTES: �' j,j�� (�j AFC TCd\ 1. PREPARE PLANTING BED WITH S II M 1 LANTI N6 v C47v4M • LAN 1 iN�i'ZZ AC i • '„' O.C. SPACING S" LAYER OF PLANT SOIL MIXTURE. 2.PLACE PLANTS IN PREPARED BEDS, O.C. SPACING SPACING AS SPECIFIED. PLAN 3. SLICE & LOOSEN ROOT BOUND ROOT BALLS. M 1 b-GERG -PI / 1_tll\A/ /•h•fn1 10'LANDSCAPE BUFFER p N T�0 ONo � h a I_ GER PP I - pm 7'3 I-P y Y tr. ♦i, �''a. �" � ,av a.. 'Alp A , PLANTING NOTES I. LOCATE PLANTS AND PLANTIN6 BEDS BY USING SCALED VIMEN51M FROM STREET, PROPERTY LINES, BACK OF CURB, BUILDIN65, WALLS, ETC. 2. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM 5TANDARD5 SET BY THE U.SD.A. FOR NURSERY STOCK SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYN,IEN, INC. WASHIN6TON, D.G. 3. NO 505TITUTION5 54AL.L BE PERMITTED KTHOUT V'iRITTEN APPROVAL FROM THE OWNER AND/OR THE LANDSCAPE ARCHITECT. 4. PLANT HEIGHT AND CALIPER/CONTAINER SIZE ARE REPRESENTED AS MINI�VM STANDARDS, AND THE MORE 5TRiNGENT OF THE TWO SHALL ALWAYS DETERMINE PLANT SIZE. 5. 5YMBOLS: 545 = BALLED d BURLAPPED, COW. = CONTAINER 6ROWN, O.G.- ON CENTER 6. NO LANDSCAPE IRRI6ATION 15 PROVIDED FOR THIS SITE. 1. A 5 DIAMETER RING CONSISTIN6 OF 4 OF SHREDDED A6ED HARDWOOD MULCH SHALL BE PROVIDED AROUND ALL TREES IN LAWN AREAS. 8. A 4" THICK SHREDDED AGED HARDWOOD MULCH SHALL BE PROVIDED IN ALL SHRUB BEDS. 4. A I'-b" KDE STRIP SHALL BE SODDED AL.ON6 SIDEWALKS, ROADAAYS AND PARKIN6 AREAS TO PREVENT WASHING AND EROSION. 10. ALL AREAS NOT REQUIRED TO BE SODDED OR PLANTED WITH SHRUBS SHALL BE SEEDED WITH 6RA55. landscape Plan g Ft. Brodd . A PON our S4 8 M^ S upit��t'£iW o p'elely Q' �� n 2�7 O Rt, gp d� e� � n orthweytefn Plke STREE �. 3 Round Ndl s q 2J �, Rood Rt. 80 pppp ? c� o Drive ie o c ZG '� /• SHEET INDEX SHEET NO. TITLE 1. COV R SHEET 2. NOTES, LEGEND & ABBREVIATIONS 3. NOTES, LEGEND & ABBREVIATIONS 4. OVERALL PLAN I I P IC 0 Y S V 6. GEOMETRIC PLAN 8. GEOMETRIC PLAN 9. GEOMETRIC PLAN 10. GRADING PLAN 1. G A PLAN 1 . GAD GP N 13. GRADING PLAN 14. UTILITY PLAN 16. UTILITY PLAN 17. UTILITY PLAN 1 IJHASL I R Si N E M T C T L P N 19. PHASE I EROSION & SEDIMENT CONTROL PLAN 20. PHASE I EROSION & SEDIMENT CONTROL PLAN 21. PHASE I EROSION & SEDIMENT CONTROL PLAN 22, PHASE II EROSION & SEDIMENT CONTROL PLAN 23, PHASE II EROSION & SEDIMENT CONTROL PLAN 24. PHASE II EROSION & SEDIMENT CONTROL PLAN 25. PHASE II EROSION & SEDIMENT CONTROL PLAN 26. EROSION & SEDIMENT CONTROL DETAILS 27. EROSION & SEDIMENT CONTROL DETAILS 28. EROSION & SEDIMENT CONTROL NARRATIVE & DETAILS 29. SITE DETAILS 30. SITE DETAILS 30A. SITE DETAILS 30B. SITE DETAILS 31. RETAIL BOULEVARD ROAD PROFILE 32, SIGHT DISTANCE PROFILES 33. WATERMAIN PROFILES 34. WATERMAIN PROFILES 35, WATERMAIN PROFILES 36, WATERMAIN PROFILES 37. SANITARY SEWER PROFILES 38. SANITARY SEWER PROFILES 39, SANITARY SEWER PROFILES 40. WATERMAIN DETAILS 41. SANITARY SEWER COMPUTATIONS AND DETAILS 42. OVERALL DRAINAGE DIVIDE MAP 43. DETENTION POND COMPUTATIONS 44, DETENTION POND COMPUTATIONS 45. DETENTION POND COMPUTATIONS AND DETAILS 46. STORM SEWER PROFILES 47. STORM SEWER PROFILES 48. STORM SEWER PROFILES 49. STORM SEWER COMPUTATIONS 50. STORM SEWER COMPUTATIONS 51. PROFFERS 51A. LANDSCAPE PLANS 51 B. LANDSCAPE PLANS VICINITY MAP SCALE 1" = 2000' 1. THE SITEWORK FOR THE WAL-MART PORTION OF THIS PROJECT SHALL MEET OR EXCEED THE "WAL-MART STANDARD SITEWORK SPECIFICATIONS." ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 3. ALL IMPROVEMENTS PROFFERED WITH THE WWW REZONING, APPROVED IN OCTOBER 2003, INCLUDING LANDSCAPE BUFFERS AND IMPROVEMENTS TO US ROUTE 50 AND VA ROUTE 37 SHALL BE IN PLACE AND OPERATIONAL PRIOR TO ISSUANCE OF AN OCCUPANCY PERMIT FOR THE WAL-MART SUPERCENTER. 4. FOR LANDSCAPING, CALCULATIONS, BUFFERS, SCREENS AND ACTUAL TRAIL LOCATION REFER TO LANDSCAPE PLANS PREPARED BY DESIGN ASSOCIATES. 5. "REPORT OF GEOTECHNICAL FINDINGS AND RECOMMENDATIONS" HAVE BEEN SUBMITTED UNDER A SEPARATE COVER TO THE DEPARTMENT OF PUBLIC WORKS FOR REVIEW. 6. RETAIL BOULEVARD, NORTH OF THE NORTHERNMOST ENTRANCE TO WAL-MART SHALL BE BONDED PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMITS FOR PHASE ONE OF ROUND HILL CROSSING. FURTHER, RETAIL BOULEVARD AND PETTICOAT GAP LANE SHALL BE CONSTRUCTED TO A MINIMUM OF 4 LANES WITH SIDEWALKS PRIOR TO THE ISSUANCE OF OCCUPANCY PERMITS IN PHASE TWO OF ROUND HILL CROSSING. TWO LANES WITH GRADING TO ACCOMMODATE FUTURE WIDENING TO 4 LANES WITH SIDEWALKS SHALL BE CONSTRUCTED ON RETAIL BOULEVARD NORTH OF THE NORTHERNMOST ENTRANCE TO WAL-MART AND ON PETTICOAT GAP LANE CONCURRENT WITH THE CONSTRUCTION OF BOTANICAL BOULEVARD. 7. NO OUTDOOR STORAGE OR DISPLAY IS PROPOSED{ BY THIS DEVELOPMENT PLAN. 8. THE OWNER'S ARCHITECTURAL REVIEW COMMITTEE SHALL APPROVE THE WAL-MART FRONT BUILDING ELEVATION. ATTENTION SHOULD BE PAID TO COLOR SCHEME AND USE AND MIX OF SURFACE MATERIALS. THE USE OF A COLOR PATTERN, WHICH INCLUDES BRICK, AND BLENDS WITH THE ADJOINING RURAL LANDSCAPE IS ENCOURAGED. 9. THE SIDEWALK PROVIDED ON THE WEST SIDE OF RETAIL BLVD SHALL BE WIDENED TO 10' PRIOR TO ISSUANCE OF OCCUPANCY PERMITS FOR PHASE TWO OF ROUND HILL CROSSING. v ui U N tCi a L CE'��OSSI-"G ® 0 U - U-) CAI (n 0N D � Ur7 Q C � " -(jo N -J Q I-- r > SITE P LA.W&N.N -0 CO CD co _� � n (D � J F- ILL U9 cri •L LO WAL-MART SUPER C EN.,TER #3344 L >>1 L TMP 52-A-B, 52-A-D, TIC LT 52 -A-IVI0 Q) woo ZONED: P2 113- LC PROPOSED USE.- COMMERCIAL, RETAIL & RESTAURANT GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA UTILITY & GOVERNING AGENCIES CONTACT LIST: WATER & SEWER AGENCY Frederick. County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C.: John Whitacre DEPARTMENT OF PLANNING AND DEVELOPMENT County of Frederick 107 North Kent Street Winchester, Virginia 22601-5000 (540) 665-5651 P.O.C.: Jeremy F. Camp DEPARTMENT OF PUBLIC WORKS County of Frederick 107 North Kent Street Winchester, Virginia 22601-5000 (540) 665-5643 P.O.C.: Joe C. Wilder VIRGINIA DEPARTMENT OF TRANSPORTAION Edinburg Residency - Land Development 14031 Old Valley Pike Edinburg, Virginia 22824 (540) 984-5631 P.O.C.: Barry J. Sweitzer Approved by Frederick County Subdivision Administrator Date Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date POWER COMPANY Alleghany Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Christine Strecky TELEPHONE COMPANY Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham CABLE COMPANY Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C.: Dave Cesefske GAS COMPANY Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman PROFESS) ANAL SEAL: FRED D. AMEEEN JR. No. 11760 �7�s Gl� roNAL 10 OWNER'S CERIIFlCATE 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 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. © 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. W 3 X a W � Z 0 Q: ® O o > � O in w I Lei 1- � a � U- o W O Q 3 J to r, o a z O fQ z N to _ 0 Q' W W W � OJ � o al w ix< oW 0 0 o th t. < N .- N Zr N W) a _ to i P4 e DATE: APRIL 21, 2004 CAT. NO. 0004 SHEET 1 OF 51 FILE NO.12238-3- Site Plan Valid for 2 Years From Date of F.C.S.A. Approval WALMART BUILDING GROSS FLOOR AREA = 203,091 SF RETAIL FLOOR AREA = 171,123SF @ 1 / 200 SF = 856 SPACES I OFFICE FLOOR AREA =7,151 SF ® 1 50 F= 29 SPACES / 2 S STORAGE AREA = 19,689 SF @ 1 / EMPLOYEE (20 EMPLOYEES) = 20 SPACES AUTOMOTIVE SERVICE AREA = 5,128 SF @ 1 / 200 SF = 26 SPACES @ 1 / BAY (6 BAYS)= 6 SPACES TOTAL WALMART GROSS FLOOR AREA = 203,091 SF SEASONAL GARDEN CENTER AREA = 19,883 SF ENCLOSED FLOOR AREA = 9,228 SF @ 1 / 400 SF = 23 SPACES FENCED STORAGE AREA = 10,655 SF @ 1 /3000 SF = 4 SPACES SHOPS 1 TO 6 - GROSS FLOOR AREA = 50,000 SF @ 1 / 200 SF = 250 SPACES AL SPACES REQUIRED = 1214 SP TOTAL SPACES PROVIDED = 1,294 SPACES - 20 CART CORRALS 1,274 SPACES > 1214 SPACES HANDICAP SPACES REQUIRED = 2% OF TOTAL SPACES = 26 SPACES HANDICAP SPACES PROVIDED = 41 SPACES > 26 SPACES FSHOP 5 SHOP 3 SHOP 4 SHOP 6 OFFICE OO- r PRQPOSED USE GENERAL �°1� TRl��7111�NOTES 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 contr9c-tor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be ft, contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utilityy 1-800-552-7001. 3. The controctor shall be responsible for oil 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. FIRE A: 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 1. The Authority's Water and Sewer Standards and Specifications ore available at www.fcso-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line. a.) The Authority shall furnish all labor and material. b.) The developer/contractor must: 1. Make application and pay deposit. 2. Mark the tap location. 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a.) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b.) The frame and cover shall be set to final grade. c.) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d_) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a.) The location of the service lateral is to be coordinated with the 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 %", Y2" and 1" water services. d.) For all %" 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 fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. SITE NOTES VIRGINIA DEPARTMENT OFT NSPORT TION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance , with the current edition of VDOT s work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. The developer shall be responsible for relocating, at his expense, any and oil utilities, including traffic signol pales, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision will be responsibility of the developer. 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. 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 Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All water and sewer lines within existing or proposed VDOT right-of-way ore to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities of conflict points. 12. Any unusual subsurface conditions 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 V.D.O.T. 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. where CBR testing is required. a V,D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by V.D.O.T, and that testing shall be conducted according to applicable V.D.O.T, standards. 14. All roadway fill, base, subsurface material and backfill of utilit�yy/storm sewer trenches shall be compacted in 6" 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 Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector, 16. The installation of any entrances and mailbgxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developers responsibility. 17. Prior to acceptance by VDOT of any streets, any required street signsge and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V,D.O.T, residency office with any questions regarding siggn material and placement. 18. The developer must provide to the local V.D.O.T, office a list of ail material sources prior to construction. Copies of all invoices for materials within any dedicated street, right of way must be provided to the local V.D.O.T, residency office prior to acceptance of the work. Unit and total prices may be obscured- 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storm depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Specifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storm depths, a V.D.O.T, representative shall be notified and given the opportunity to be present during the construction and testing of the density control t ip, 21. Approval of these plans shall expire three �3� yeors from the date of the approval letter. 22. CG-12 Curb Romps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. ENCLOSED GARDEN CENTER 1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 309, USE GROUP M (MERCANTILE) AND SECTION 304, USE GROUP B(BUSINESS), OF THE BOCA NATIONAL FENCED GARDEN CENTER BUILDING CODE/1996. OTHER CODE THAT APPLY ARE CABO Al 17.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. RETAIL 2. THIS PROJECT SHALL COMPLY WITH SECTION 507, UNLIMITED AREA BUILDING REQUIREMENTS OF BOCA, FOR THE DISTANCE TO PROPERTY LINES OR AN APPROVAL OF MODIFICATION REQUEST SHOULD BE OBTAINED. BUILDING PERMIT ISSUANCE IS CONTINGENT UPON APPROVAL OF MODIFICATION OF PROPERTY LINE SETBACK STORAGE FOR UNLIMITED AREA BUILDING REQUIREMENTS IN SECTION 507 OF THE BUILDING CODE. 3. THE SHOP AREA DRAINAGE SYSTEM AND KITCHEN SHALL HAVE A GREASE/OIL SEPARATOR INSTALL IN ACCORDANCE TO THE INTERNATIONAL PLUMBING CODE. %- AUTOMOTIVE SERVICE 4. ALL REQUIRED MAN EGRESS DOORS SHALL COMPLY WITH ACCESSIBILITY UNDER CHAPTER 11 OF BOCA AND CABO Al 17.1 -98. %.f RESTROOM &VESTIBULES 5. ALL STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA DESIGN «'y,.. PROFESSIONAL. THIS TYPE OF STRUCTURE SHALL BE SUBJECT TO COMPLY WITH SPECIAL INSPECTIONS REQUIREMENTS IN CHAPTER 17 OF THE IBC. (SOILS, CONCRETE, ETC.) 6. 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. 7. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 8. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 9. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHAL REQUIREMENTS. a 10. ALL UTILITIES TO BE PLACED UNDERGROUND INCLUDING BUT NOT LIMITED TO STORM, SANITARY, WATER, ELEC, GAS, TELEPHONE, CABLE, FIBER OPTICS, ETC. 11. 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 12. SIGNS SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINE'S. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. 13. TRASH TO BE REMOVED BY PRIVATE MAINTENANCE CONTRACTOR. 14. 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, 15. NO TRAILER STORAGE SHALL BE PERMITTED ON THE WAL-MART PREMISES OUTSIDE THE BUILDING THE DEVELOPER SHALL PROVIDE THE FOLLOWING: FOOTPRINT AREA SHOWN. 1. BENCH MARKS WITHIN THE SITE ARE ADEQUATE 16. HISTORIC HOME WILL BE SURVEYED PRIOR TO ITS DEMOLITION. THE CONTRACTOR SHALL NOTIFY THE FOR USE BY CONTRACTOR TO GUIDE LOT GRADING COUNTY PLANNING OFFICE PRIOR TO BEGINNING THIS WORK. AND FINISHED FLOOR ELEVATIONS. 17. STREET SIGNS AND STOP SIGNS SHALL BE PROVIDED BY THE DEVELOPER AT ALL ROAD INTERSECTIONS. 2. AS BUILT PLANS OF IMPROVEMENTS ARE TO BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS AS SOON AS CONSTRUCTION IS COMPLETE. 1 REVISED PER COUNTY, VDOT AND FCSA COMMENTS 6/10/04 BTN 2 IS R D OUTYCM S 62 0 B 3 REVISED DUE TO REMOVAL OF DRIVE THROUGH PHARMACY 5/16/05 BTN 4 ADDED INTERIOR ISLANDS FOR LANDSCAPING 7/27/05 BTN NO. DESCRIPTION DATE CHKD REVISION FRED`D. AM JR. No. 11760 _ �o ONAL u 0R0 MFREDERICK COUNTY,, VA. AGISTERIAL 1 PROJECT SUMMARY TAX IDENTIFICATION NUMBER ---- EXISTING PARCEL AREA DEVELOPED PARCEL AREA ZONING ADDRESS CURRENT USE PROPOSED USE DISTURBED AREA SEA REQUIREp FRONT 50' SIDE 0' REAR 0' PARKING 5' BUILDING HEIGHT 35' (MAX.) GROSS FLOOR AREA NUMBER OF STORIES WAL-MART ACERAGE FAR ALLOWED FAR PROVIDED 52-A-B, 52-A-D THRU 52-A-M 67.0882 ACRES 39.9977 ACRES B2 VACANT COMMERCIAL, RETAIL, do RESTAURANT 49.18 ACRES PROVIDED 35' 5' 34' ESTIMATED - 203,091 S.F. (WAL-MART) --- 20,53 AC. - 1.0 -- 0.23 r z E - .19t ag y 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 CURB DROP INLET CURB DROP INLET TRENCH DRAIN END WALL END SECTION RIP -RAP WATER APPURTENANCES: BEND WATER MAIN DEAD END ANCHOR GATE VALVE WATER METER TEE CROSS REDUCER/INCREASER AIR RELEASE 2' CONTOUR 10' CONTOUR FENCE GUARDRAIL TREE OR TREE LINE UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD TELEPHONE AND/ OR ELECTRIC SPOT ELEVATION UNDERGROUND GAS LINE BUILDING CONCRETE PAD OR WALKS FLOW LINE WATER FEATURE LIMITS OF CLEARING AND GRADING SIGN STREET LIGHT TEST PIT REQUIRED A ARC AC ACRE @ AT BM BENCH MARK BLDG BUILDING BRL BUILDING RESTRICTION LINE CL CENTERLINE C RATIONAL RUNOFF COEFFICIENT CG CURB AND GUTTER CH CHORD CO CLEAN OUT CON CONCRETE CMP CORRUGATED METAL PIPE CY CUBIC YARDS XING CROSSING DI DROP INLET DIA DIAMETER DNG DRAINAGE EP EDGE OF PAVEMENT ESMT EASEMENT EX EXISTING FC FACE OF CURB FH FIRE HYDRANT FF FIRST FLOOR OR FINISHED FLOOR FL FLOW LINE FM FORCE MAIN GV GATE VALVE HP HIGH POINT INV INVERT ELEVATION IPF IRON PIPE FOUND IPS IRON PIPE SET LAT LATERAL LF LINEAR FEET LOS LANDSCAPE OPEN SPACE LT LEFT LTP LIGHT POLE LP LOW POINT MAX MAXIMUM MIN MINIMUM as OFFSET PRL PARKING RESTRICTION LINE PCC POINT OF COMPOUND CURVATURE Patton Harris Rust & Associates®pc Engineers. Surveyors, Planners. Landscape Architects, 208 Church Street, S.E. Leesburg, VA 20175 PH R+A 5 1' 703,777.3616 F 703, 777. 3725 312 310 xX- _._ r:..._.._..._._....___.. UT __.-.... 1 rr .__-..------- ELEC L i. F_ ...... PCR POINT OF CURB RETURN PC POINT OF CURVATURE PP POWER POLE PRC POINT OF REVERSE CURVATURE PVI POINT OF VERTICAL INTERSECTION PVC POINT OF VERTICAL CURVATURE OR POLYVINYL CHLORIDE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY PT POINT OF TANGENCY PL PROPERTY LINE PROP PROPOSED R RADIUS RED REDUCER RCP REINFORCED CONCRETE PIPE RT RIGHT ROW RIGHT-OF-WAY SAN SANITARY SEW SEWER SHLD SHOULDER SHT SHEET SD SIGHT DISTANCE SF SQUARE FOOT STA STATION STM STORM SY SQUARE YARDS TC TOP OF CURB TEMP TEMPORARY TS TOP OF SIDEWALK TN TOP OF WALL TYP TYPICAL UE UNDERGROUND ELECTRIC UG UNDERGROUND GAS UT UNDERGROUND TELEPHONE UTV UNDERGROUND TELEVISION vC VERTICAL CURVE W WATER WL WATERLINE wM WATER METER WS WATER SURFACE WW WASTE WATER Countv W ; SURVEY DATE APRIL 21,!, iCHECKED BTN «• 1 NOTNO. UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 10 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEETS 6 & 7), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC. THE SUBBASE AND THE VAPOR BARRIER, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVATION AT 10 INCHES BELOW FINISHED FLOOR ELEVATION TO ALLOW FOR A 4 INCH SLAB, OR AT 11.5 INCHES BELOW THE FINISHED FLOOR ELEVATION TO ALLOW FOR A 5.5 INCH SLAB TO ALLOW FOR THE SLAB THICKNESS AND A 6 INCH SUBBASE. THE SUBBASE SHALL BE DESIGNED FOR AN EXPOSED CONCRETE SLAB. (FOR EXPOSED SLABS, THE SUBBASE SHALL CONSIST OF 4 INCHES OF COARSE AGGREGATE MEETING THE GRADATION REQUIREMENTS OF ASTM D-448, COVERED WITH 2 INCHES OF FINE AGGREGATE MEETING THE GRADATION REQUIREMENTS OF ASTM D-448). PROVIDED BY THE BUILDING CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW -GRADE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATIONS, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING AREA. PROOFROLL EXPOSED SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL. SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING REQUIREMENTS: LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L. BUILDING AREA, BELOW UPPER 6 FEET >25 >45 BUILDING AREA, UPPER 6 FEET 25 MAX. 45 MAX. EXPOSED SUBGRADE SOILS WITHIN PROPOSED BUILDING AREAS, AND AREAS TO RECEIVE ADDITIONAL STRUCTURAL FILL, SHALL BE PROOFROLLED UNDER THE OBSERVATION OF GEOTECHNICAL ENGINEER'S FIELD REPRESENTATIVE. PROOFROLLING SHALL BE PERFORMED UTILIZING A FULLY LOADED TANDEM -AXLE DUMP TRUCK OR OTHER HEAVY RUBBER -TIRED CONSTRUCTION VEHICLE TO IDENTIFY ANY LOOSE, SOFT, YIELDING OR UNSTABLE SUBGRADE AREAS THAT MAY REQUIRE UNDERCUTTING. ANY SOFT, UNSTABLE OR UNSUITABLE SOILS DETECTED WITHIN STRUCTURAL FILL AREAS DURING PROOFROLLING SHALL BE OVEREXCAVATED AS DETERMINED BY THE GEOTECHNICAL ENGINEER'S FIELD REPRESENTATIVE AND REPLACED. THE OVEREXCAVATED MATERIAL SHALL BE REPLACED WITH SUITABLE, PROPERLY COMPACTED FILL. SUBGRADE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS AND COMPACTED TO AT LEAST 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) AT A MOISTURE CONTENT WITHIN 2.0 PERCENT BELOW TO 2.0 PERCENT ABOVE THE OPTIMUM. THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS. THE BUILDING PAD SHALL BE FILLED WITH THE BLAST ROCk AND HIGHLY PLASTIC SOILS UP TO 10 FEET BELOW THE PROPOSED FINISHED FLOOR ELEVATION. MAXIMUM PARTICLE SIZE ACCEPTABLE FOR PLACEMENT SHALL NOT EXCEED 24 INCHES AT DEPTHS GREATER THAN 15 FEET, AND 18 INCHES AT DEPTHS GREATER THAN 10 FEET. OVERSIZE PARTICLES SHALL NOT BE WASTED AT DEPTHS SHALLOWER THAN 10 FEET AND SHALL HAVE A MAXIMUM LENGTH TO WIDTH RATIO OF 2:1. OVERSIZE MATERIALS SHALL BE INDIVIDUALLY PLACED WITHOUT NESTING OR CREATION OF VOIDS. THE ROCK FILL SHALL BE INTEGRATED WITH FINES TO FILL VOIDS AND COMPACTED ADEQUATELY WITH A HEAVY SHEEP -FOOTS ROLLER SIMILAR TO A CAT 815. THE OVERSIZED MATERIALS SHALL BE COMPETENT AND DURABLE ROCK MATERIALS. AN EXPERIENCED GEOTECHNICAL INSPECTOR SHALL MONITOR THESE FILL OPERATIONS ON A FULL-TIME BASIS. THE ON -SITE HIGHLY PLASTIC SOILS MAY BE USED AS FILL ABOVE THE BLAST ROCK FILL TO CAP THE OVERSIZE MATERIALS UP TO SIX FEET BELOW THE FINISHED FLOOR ELEVATION OF THE BUILDING. HOWEVER, THE PLACEMENT OF THE HIGHLY PLASTIC SOILS MUST BE STRICTLY CONTROLLED WITH REGARD TO THE MOISTURE CONTENT AND COMPACTION. THE FINAL SIX FEET OF FILL SHALL CONSIST OF LOW PLASTICITY ON -SITE SOILS. IF ROCK FILL OR GRAVEL FILL IS USED AND CAPPED WITH CLAY SOIL, AN INTERFACE IS REQUIRED TO PREVENT MITIGATION OF FINES. THE SOIL CAN BE FILTER GRADED OR A FILTER FABRIC CONFORMING TO A WOVEN STABILIZATION FABRIC EQUAL TO MIRAFI '50OX' OR '60OX' OR GEOGRID EQUAL TO TENSOR BX-1100 SHALL BE USED. FOOTINGS SHALL BE PROVIDED WITH CONSTRUCTION JOINTS AT LOCATIONS OF CHANGE IN SOIL SUPPORT FROM VIRGIN SOIL TO FILL IN ORDER TO ACCOMMODATE SOME DIFFERENTIAL SETTLEMENTS AT SUCH LOCATIONS. INDIVIDUAL COLUMN FOOTINGS SHALL BE ENTIRELY SUPPORTED BY EITHER COMPACTED FILL OR VIRGIN SOIL, IN AREAS WHERE WALL FOOTINGS TRANSITION FROM BEARING ON SOIL TO ROCK, ROCK SHOULD BE UNDERCUT TWO FEET AND REPLACED WITH SUITABLE, PROPERLY COMPACTED FILL TO ACT AS A "CUSHION". WE RECOMMEND THAT THE CUSHION BE AT LEAST EIGHT FEET IN LENGTH, HIGHLY PLASTIC SOILS, DUE TO THEIR SHRINK -SWELL CHARACTERISTICS, CAN BE POTENTIALLY DAMAGING TO FOUNDATIONS. FOOTINGS MAY BEAR ON THE HIGHLY PLASTIC SOILS AS LONG AS THE FOOTING SUBGRADE IS AT LEAST SIX FEET BELOW FINISHED EXTERIOR GRADE. ALTERNATELY, FOR THOSE SECTIONS OF FOOTINGS NOT AT LEAST SIX FEET BELOW FINISHED EXTERIOR GRADE, HIGHLY PLASTIC SOILS CAN BE UNDERCUT AT LEAST FOUR FEET AND REPLACED WITH LOW -PLASTICITY, PROPERLY COMPACTED FILL. THE AREA OF THE BUILDING THAT WILL BEAR UPON ROCK SHALL BE OVER EXCAVATED APPROXIMATELY TWO FEET INTO THE ROCK AND BACKFILLED WITH PROPERLY COMPACTED, LOW PLASTICITY SOILS. SEVERAL SETTLEMENT PLATES SHALL BE INSTALLED ALONG THE EASTERN MOST EDGE OF THE PROPOSED BUILDING AFTER THE 10 FEET OF ROCK FILL HAS BEEN PLACED AND THEN AT APPROXIMATELY FIVE FEET BELOW THE PROPOSED SURFACE, THE PLATES SHOULD BE EQUALLY SPACED TO MONITOR SETTLEMENT OF THE UNDERLYING FILL PRIOR TO THE PLACEMENT OF THE BUILDING FOUNDATIONS. THE PROJECT GEOTECHNICAL ENGINEER SHOULD REVIEW AND APPROVE THE SETTLEMENT MONITORING PLAN SUBMITTED BY THE GRADING CONTRACTOR, IF ENCOUNTERED, SURFICIAL SOFT ZONES OR VOIDS SHALL BE REMOVED DURING THE STRIPPING PROCESS OR ISOLATED DURING PROOFROLLING OF THE SUBGRADE PRIOR TO THE PLACEMENT OF FILL. ANY SOFT AREAS SHALL BE UNDERCUT AND REPLACED WITH PROPERLY COMPACTED FILL. IF DURING CUT OPERATIONS OF GRADING TO FINISHED FLOOR SUBGRADE ELEVATION, ANY SLOTS IN THE ROCK ARE OBSERVED, THE AREA SHALL BE OVER -EXCAVATED AND BACKFILLED WITH GRAVEL, IF SOLUTION FEATURES ARE ENCOUNTERED, THEY SHALL BE EVALUATED BY A GEOTECHNICAL ENGINEER EXPERIENCED WITH KARST TERRAIN AND REMEDIATION SHALL BE PERFORMED. THE STANDARD PROCEDURE INVOLVES EXCAVATING INTO THE 'THROAT" OF THE SOLUTION FEATURE AND EXPOSING THE ROCK SURROUNDING THE "THROAT." A PLUG OF GRADED COBBLES IS THEN PLACED INTO THE "THROAT' AND CREATES A STRUCTURAL BLOCKAGE THAT BRIDGES THE SOLUTION FEATURE. STRUCTURAL BACKFILL IS THEN PLACE IN GRADED LAYERS ABOVE THE COBBLES. THE BACKFILL SHOULD GRADE UPWARD FROM COARSER TO FINER AND LAYERS OF GEOTEXTILE FABRIC (CONFORMING TO A WOVEN STABILIZATION FABRIC EQUAL TO MIRAFI '50OX' OR '60OX' OR GEOGRID EQUAL TO TENSOR BX-1100) SHALL BE USED TO PREVENT FINER BACKFILL SOILS FROM WASHING INTO THE COARSER LAYERS. OTHER METHODS SUCH AS A CONCRETE PLUG OR GROUTING CAN BE USED. EACH LOCATION AND CONDITION MUST BE INSPECTED AND A METHOD OF REMEDIATION SELECTED BASED UPON THE INDIVIDUAL CHARACTERISTICS OF THE SOLUTION FEATURE. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. ADDITIONAL RECOMMENDATIONS MAY ALSO BE FOUND IN THE GEOTECHNICAL REPORT PREPARED BY PATTON HARRIS RUST & ASSOCIATES, PC, DATED MARCH 5, 2004 (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). 1 6" SANITARY SEWER LATERAL TO BE AT A MINIMUM 1.0% SLOPE. A 4" SANITARY SEWER LATERAL TO BE AT A MINIMUM 2.0% SLOPE, COORDINATE WITH ARCHITECTURAL PLANS. ®GAS ENTRY WITH GAS METER. CONTRACTOR RESPONSIBLE FOR INSTALLING PIPE BOLLARD PROTECTION AT METER. CONTRACTOR SHALL COORDINATE WITH GAS COMPANY FOR TYING OF INDIVIDUAL METER. ®CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GAS COMPANY REGARDING THE SIZE AND INSTALLATION OF GAS SERVICE LINE. O3/4" PVC CONDUIT FOR TAMPER SWITCH. PROPOSED LOCATION OF TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE WITH POWER COMPANY PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF CONCRETE PAD. CONDUIT AND PIPE BOLLARDS AS REQUIRED BY THE ELECTRIC COMPANY. CONTRACTOR SHALL COORDINATE SAID WORK WITH THE ELECTRIC COMPANY. ® NOT USED ®CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE TELEPHONE COMPANY FOR THE INSTALLATION OF TELEPHONE LINES. CONTRACTOR SHALL COORDINATE THE TYING OF INDIVIDUAL METERS WITH THE ELECTRIC COMPANY. ®6" DOMESTIC WATERLINE ENTRY WITH METER PER FCSA REQUIREMENTS. REDUCE LINE TO 3" AT WATER METER. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY APPURTENANCES ON THE DOMESTIC LINE SUCH AS BACKFLOW PREVENTION DEVICES, GATE VALVES, ETC., WHICH MAY BE REQUIRED. CONTRACTOR TO COORDINATE WITH FCSA. OSPRINKLER ENTRY. CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED T0, A DOUBLE DETECTOR CHECK BACKFLOW PREVENTION DEVICE, IN SERIES WITH A CHECK VALVE, GATE VALVES, FIRE SERVICE METER, ETC., MEETING WATER COMPANY SPECIFICATIONS. OPROPOSED FIRE HYDRANT AND ASSEMBLY, TYPICAL AS INDICATED. ® REMOTE GARDEN CENTER UTILITIES PIPE BOLLARD. SEE DETAIL SHEET 30B. 1 REVISED PER COUNTY, VDOT AND FCSA COMMENTS 6/10/04 BTN 2 REVISED PER FCSA COMMENTS DATED JUNE 16 2004 6/21 /04 BTN 3 R I D T 0 B U 4 REVISED DUE TO REMOVAL OF DRIVE THROUGH PHARMACY 5/16/05 BTN 5 ADDED INTERIOR ISLANDS FOR LANDSCAPING 7/27/05 BTN NO. DESCRIPTION DATE CHKD REVISION .SITEE D O6" WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W/ "NO PARKING FIRE LANE" PAINTED WITH 4" HIGH WHITE LETTERING AT 25' O.C, SEE DETAIL SHEET. ® AREA STRIPED AT SYSL/4" AT 45' 0 2'-0" O.C. ®PEDESTRIAN CROSSWALK WITH 4` WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF TRAFFIC AT 2'-0' O.C. UNLESS NOTED OTHERWISE, SEE SITE PLAN FOR WIDTH. OPEDESTRIAN CROSSING SIGN WIla-2 AND Wllo-2p TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS. ® "YIELD" PAINTED YELLOW ON PAVEMENT TYPICAL SEE DETAIL SHEET. ®RAMPED PAVEMENT AT VESTIBULE TO BE FLUSH WITH TOP OF SIDEWALK AT 5,0% MAXIMUM, REFER TO ARCHITECTURAL PLANS. EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, l8 LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP. 6'95 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE, SEE DETAIL SHEET. ONOT USED 1✓ 4" WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. 16'-10"x36'-8" CONCRETE COMPACTOR PAD. REFER TO ARCHHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. ©CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. ®ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL ("VAN" -INDICATES VAN ACCESSIBLE SPACE) PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES SHALL BE PAINTED L 4" AT 2'-0" P T N SYS / O.C. PERPENDICULAR 0 THE PARKING SPACE, SEE DETAIL SHEET. ONOT USED ©CART CORRAL TYPICAL -SEE DETAIL SHEET FOR WAL-MART CART CORRAL DETAIL. ®10' X 15' STRIPED AREA PAINTED SYSL/4" AT 45' 0 2'-0" O.C. AT ,AB CRANE LOCATION. SEE ARCH. PLANS ® 2'-0" LOADING ZONE AT ALL CURBED PARKING SPACES. 4" PAINTED YELLOW STRIPING AT 2'-0" O.C. PERPENDICULAR TO PARKING SPACE. SEE DETAIL SHEET. (�,) NOT USED PAINTED DIRECTIONAL ARROW TYPICAL -SEE DETAIL SHEET OBUILDING SETBACK LINE PER ZONING ORDINANCE. 12'-0' WIDE PAINTED WHITE CROSSWALK WITH 4" PAINTED WHITE \Y-,J STRIPING 2'-0' O.C. PARALLEL TO THE DIRECTION OF TRAFFIC. AISLE INDICATOR SIGNS TYPICAL - SEE DETAIL SHEET. ® TLE STRIPING SEE DETAIL SHEET �yn��u���aryiX 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8' PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D 3034, FOR PIPES MORE THAN 12' DEEP 4" & 6" PVC SDR21, FOR SANITARY SEWER LATERALS 4. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC SDR21 OR CLASS 52 DUCTILE IRON PIPE PER AWWA C151, SMALLER THAN 6", PVC, 200 P.S.I., PER ASTM D1784 AND D2241 PET, 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 6. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH MEGA LUGS AS CALLED OUT IN SPECIFICATIONS. 7. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE), 8. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'-O" COVER ON ALL WATERLINES. 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21,10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 10. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BY FCSA OR APPROPRIATE UTILITY, BEFORE BACKFILLING. 11. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS IN NON -PAVED AREAS. 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 13, DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. 14, EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 15. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 16, CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 17. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN .IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 18, ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 19, CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. TITLE IIIIIIIT SWSL/4" - SINGLE WHITE SOLID LINE / 4" WIDE SYSL/4" - SINGLE YELLOW SOLID LINE / 4" WIDE EACH DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH SYSL/10" - SINGLE YELLOW SOLID LINE / 10" WIDE SWDL/4" - SINGLE WHITE DASHED LINE / 4" WIDE SWSL/24" - SINGLE WHITE SOLID LINE / 24" WIDE IIIII, I. is 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT -OF- WAY. j 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. ALL CUT OR FILL SLOPES SHALL BE 2:1 OR FLATTER UNLESS OTHERWISE NOTED, 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: TYPE 1: RCP, CLASS III PER ASTM C-76,WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS. TYPE 2: SPIRAL RIB METAL PIPE TYPE 1R: GALVANIZED, ALUMINIZED, OR BITUMINOUS COATED AS SPECIFIED ON CONSTRUCTION DRAWINGS. ONLY PERMITTED WHEN SPECIFICALLY INDICATED ON CONSTRUCTION DRAWINGS, PIPE ENDS SHALL BE RE -CORRUGATED AND INSTALLED WITH SEMI -CORRUGATED HUGGER -TYPE BANDS AND "0" RING GASKETS IN ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION REQUIREMENTS. SPIRAL RIB METAL PIPE MUST COMPLY WITH ASTM A 760 TYPE 1R. ACCEPTABLE MANUFACTURER: CONTECH, INC." ULTRA FLO OR ULTRA FLO 11", CALDWELL CULVERT CO. "SMOOTH RIB". OR APPROVED EQUAL. 6. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED 'AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT 8, PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE, LIDS SHALL BE LABELED "STORM SEWER". 12• THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 13, CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 15, TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY PHR+A LAND SURVEYORS, IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 16, ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL, CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 2H:1V OR STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH COUNTY SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED, 17, CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING i;ODES AND BE CONSTRUCTED TO SAME, 1& ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, PER VDOT STD IS-1. SITE PLANNOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2, CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 4. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED, THOSE ISLANDS ARE TO HAVE 12" CURB & GUTTER. ALL REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN. 5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 6. CIVIL ENGINEERING CONSULTANT IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE POWER AND TELEPHONE COMPANIES FOR THE LOCATION AND HEIGHT OF THE PYLON SIGN EARLY IN THE DESIGN PHASE. 7. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED, ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 9, SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY PHR+A. 10. TOTAL LAND AREA IS 39.997t ACRES. 11. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. 12. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 12. REFER TO ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION OF DOORS. as sas ssa=sx==ayssx=ss aaasssasssassaxssss==xsssaass===ssss=n=s D E V E L O P M E N T A N A L Y S I S - NEW SHOPPING CENTER LEASE POTENTIAL POTENTIAL DEV AREA / BUILDING SQ FT EXPAND SF TOTAL SF NOTE ------------------------------ WAL-MART ......................... 203.091 00,000 00,000 LOCAL SHOPS ..................... 50,000 N/A 00,000 - ----------------------------------------- TOTAL SHOPPING CENTER ....... 253.091 00.000 000.000 -------------- -- PARKING ANALYSIS LEASE REQUIRED PROVIDED PARK EA FT TIO=S ES RATI =PACE N WAL-MART .......................... 203,091 5,00/1000 = 1016 5.12/1000 1039 LOCAL SHOPS ..................... 50,000 5,00/1000 = 250 5.12/1000 = 255 TOTAL PARKING .................. 1266 = 1294 PARK -NOTE - 1. WAL-MART PARKING IS 9.5' wide x 19' deep- 2. LOCAL SHOPS PARKING IS 9.5' wide x 19' deep WAL-MART ACREAGE ......................... 20.53 ACRES + LOCAL SHOPS .................................... 4.94 ACRES +/- OUTPARCEL ACREAGE,.... ................. 9.20 ACRES +/- (incl. 50' Setback along frontage) ROAD R.O.W. ACREAGE ..................... 1.07 ACRES +/- FUTURE DEVELOPMENT ACREAGE....... 2.38 ACRES +/- OTHER DETENTION., ............................. 1.14 ACRES +/- WAL-MART GAS ................................... 0.73 ACRES +/- (Incl. 50' Setback along frontage) TOTAL ACREAGE ................................ 40.00 ACRES Patton Harris Rust & Associates®pc Engineers. Surveyors, Planners. Landscape Architects, 208 Church Street, S.E. RA PH Leesburg, VA 20175 T 703. 777, 3616 F 703.777.3725 Count DESIGN SURVEY JJD PHR+A DRAWN DATE JJD APRIL 21, 2004 CHECKED SCALE BTN N/A SHEET COO2NOT FILE NO. OF 51 12238 -3-4 1 REVISED PER COUNTY, VDOT AND FCSA COMMENTS 6/10/04 BTN 2 R I P 0 Es 3 REVISED DUE TO REMOVAL OF DRIVE THROUGH PHARMACY 5/16/05 BTN 4 ADDED INTERIOR ISLANDS FOR LANDSCAPING 7/27/05 BTN NO. DESCRIPTION DATE CHKD REVISION . XW1 L_. :fs JGML. o FRED D. AMEEN JR. No. 11760 0 ROUND HILL CROSSING WAL-MART SUPERCENTER #3344 GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA. FTLE OVERALL PLAN Patton Harris- Rust & Associates,pc Engineers. Surveyors, Planners. Landscape Architects, 208 Church Street, S.E. RA PH Leesburg, VA 20175 T 703.777.3616 F 703.777.3725 County j DESIGN SURVEY JJD PHR+A DRAWN DATE JJD APRIL 21, 2004 CHECKED SCALE BTN 1 "=100' SHEET C 1010VL FILE NO. 4 of 51 12238�-3-0 MATCHLINE SEE SHEET 8 FM LAbM WKWI111111111IM01111111SKM Fire Lone markings and signoge is required at all fire hydrants, fire department connections, curbing not delineated as parking, and oil normal and emergency access points to the structure. The contractor shall coordinate with the Fire GRAPAW SC" Marshall to ensure these requirements are satisfied. W 25' 00 Ims REVISED PER COUNTY, VDOT AND FCSA COMMENTS 6/10/04 BTN nk W_N 3 REVISED PER COMMENTS ON OTB SUBMITTAL 12/22/04 BTN 4 ADDED INTERIOR ISLANDS FOR LANDSCAPING 7/27/05 BTN NO. DESCRIPTION DATE CHKD REVISION SEAL FRED D.—AMM -JR. No. 11760 ti L.5110NAL .-A A NOTE: / /�� `. // ` /� CONTRACTOR SHALL PROVIDE AN ALTERNATE BID THAT // ,/ �, �. / / INCLUDES CONSTRUCTION OF FUTURE RETAIL BOULEVARD FROM STA. 20+02.10 TO STA. 24+06.55 `',. __ / l:� � l i it ' PAVING LEGEND HEAVY DUTY PAVEMENT HEAVY DUTY CONCRETE PAVEMENT STANDARD DUTY PAVEMENT SIDEWALK V Lij LIJ Lij is IV)&/ IfVG 4), --A A -7- H "A 0? jr C) FOR P4t) X, P4 S/-/ to 0 70. 8 der" C co, 11lla >' PAD fSSpR 1 4 Ck REGULAR CURB & PA. GUTTER to 4NTRY ov rfkE FROsMON7,U,�t -R -1 -S c) TRAN CUR G R( A - SRO S/yo 7"q 7 REVERSE A CURB & CG -9D UTTER (TYP.) Qj PROPOSED PROPERTY W 0 LINE FOR WALMART R T -�r D M R 00 C') 2! PROJECT ROUND HILL CROSSING WAL-MART SUPERCENTER #3344 GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA. \J � l / l / lJt,/! / // i � /I i l 7,C) FUTURE 5* "1 SIDEWALK 6rn FUTURE TRAIL I TITLE 91 PR04ED 5 SiDrALK ii 1 O'LANDSCAPE BUFFER PEA, 0/ �4' z X" op 4.8 4 13/vo/o G- 7 8 0 I 9 SIDEWALK )/17 CURB &' All 0) GUTTER GU I- R ;U 'T 60, ED 8' 7__ IDEWALK - PROPOSED PROPERTY LINE FOR WALMART P GEOMETRIC PLAN 0 I 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 =1 - FRONT NT C'�NOI NCB (j, 0/-ir G& D//VG OSS /Vop�' SF;Z�- S. F /Vo;, BUT (NOT 1A,,j f vek (jQ -g-amw FA • DESIGN SURVEY JJD PHR+A DRAWN DATE JJD APRIL 21, 2004 CHECKED SCALE BTN 1 of =50' SHEET C401 SIT FILE NO. 6� 6 OF 51 12238-3-0 C? M co co N N M MATCHLINE SEE SHEET 6 WAVING- LEGEND HEAVY DUTY PAVEMENT = HEAVY DUTY CONCRETE PAVEMENT STANDARD DUTY PAVEMENT SIDEWALK sTa f;a&316 3 200.74' - ..,.- �� I rtrAr l �r TiCti 7g�02'44 "W _.... p�- •yam i� _ AV,{(_,�^�'%3"' •-7. - - r`....-`"`""^-_ ....,•,N_,•....,, .. 1 B.'""..'.•.-..^^••,..,.R,.w"••••--„-.,. • •�T �i�r—`I E ?i1A..,. F�4 , /1 J _. 5..s'1� ? t�d i J �5�� .�'1 Fry - _. _^ _ _ .- � ) - ,`.""`^`+w..-,..,,..w...., TF::F.T U (rrJ i -" - __ . �-•:�:,k. s --._._ - - _ . , __ - '-- _ _ ._., . _ _.-- . � _,._' ' -.t rl � r <i_._..__._ ._.._ ,_. U _ _ _ _ °fr_. _ 0 TA- _ _ � .. -... _.. i"!- ....... .. ....... ._ - i.. y!!} • �•g�p _' ___-�___._ F�' . - C- �_� `tom^' .. �i�^� - __ - _ -.,�. q,., I I ejiL..i� 1 ,,.,—_-_,..__ ._ ..,.�r.� x ,�+� •;.rtf� c,y ic,��� � �.i• --'-���- _ ---' f'J __..__ ...:.__ 'user: •--_.._- � - V _ 1 REVISED PER COUNTY, VDOT AND FCSA COMMENTS 6/10/04 BTN 2 REVISIED PER COUNTY COMMENTS 6/23/04 BTN 3 R I D T O U M 4 REVISED DUE TO REMOVAL OF DRIVE THROUGH PHARMACY 5/16/05 BTN 5 ADDED INTERIOR ISLANDS FOR LANDSCAPING 7/27/05 BTN NO. DESCRIPTION DATE CHKD REVISION SEAL ''m " - _.' "00" No. 11760 _ �0 jONAL �� 13-f-00__---- -- 0 1 i i LA69.1 PROPOSED PROPERTY LINE FOR WALMART 129' REVERSE CURB & GUTTER (TYP) TRAN ITt0 N FROM 2' \, \ FR020,STA, 10+82 TO �1+02R PAN TRANSITION CURB & 'G�UTTER`(TYP.) Cj R *56' N 56, 56, 56' AS .. �f I REGULAR + CURB & GUTI ER (TYP.) TRANSJ t' cG—s� TION f` FROM STq EMT W4DTf! I (TrP.) 12+62 FROM 3 i, ' % ; w d•• 47 TO i 3 TO 34, �" ? �y�: % / , �. ' ' , : �'� R M PROPOSED PROPOSED 5' 5' t, SIDEWALK SIDEWALK 1 J , O Av' I � ) REVERSE 2 0 T I CURB & a w� D ' 0 2 GUTTER (TYP.) o' �,, '' ; I 21 1.42 C (EXCLUDING 2 —A E ; ;,.� y I PROFFER) LANDSCAPE =w / O C 9D .. N •52 AC ;� UTLOT 3 to co 1.29 AC EXCLUDNG S2LAhD P(p' — A" FCAE,RR)FEks jv / r 1 ± 1,52 ACzo AC LANDS ''•- _ ,� � I (EXCLUDING � LO TCAPE PROFFER f 0 T 5ACCESS ESMT. _H_20' x 40' Q TL 52 o SHOPPING CENTER ENTRANCE -~ upj 1.37 AC % FUTURE_ H C i MONUMENT SIGN (MAX. HEIGHT 20 FT) 13 AC LANDSCAPE (EXC, LEASE LOT t L ING ' (GAS STATION AREA %. .. r , top ) OFfR) f p 7 0.23 AC .5 AC (EXCLUDING WIDE LANDSCAPE p _ SEE r NDS�O ACT(/H1KL0 BIKERi �; N07�: rHrS ROFFEP %- AL fn OF JOB T AREA TO BE KEPT F FREE —'— — CAE p P TfpN .w DSIG �N REP N TRAILERS OR STO ---' —_ N AS P AREA , NTRA RAGE BY — — , CfgTEs• crag ' \ REMOVE VE w +� :5 E•XISTlNG ! r- -_ 50' BUILDINGS PC r. DRIVE - - 61' s6, S6• BACK & ---__ LANDSCAPE rt ' / PROFFER -+ 5-0,48 CG-12A JJLoo 0.57 MILES WEST OF ROUTE 37-.__.___..___ ' r()o - 1:1-. '. 14400 I: , I.J i t r f i 1Jf05 NOTE: FOR IMPR SIGHT Qts R0U 'E,ZC P H'R+'A4 PROJECT ROUND HILL CROSSING WAL-MAIR"Ir SUPERCENTER #3344 GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA. TITLE I rr .. .. r N 8 3 51" W - r 72 80' G' r 00 2c� t r'r Wn. e F ! aww - _ �•:�`p�-� 1 { F fAIKIE T_ �d 01 r -0 S T f�..... ,._.. _. , _.. 44 ,/� w - K. . 0 , _ E00 _ F i W ')*--AL 0 N�G L. S. OUTE 50 INGLUDIN f :RIFICA1 ONS S4 PLANS TITLED. U.S. ) k; • l J 7requI OV,,EM•`ENT P NS " PREPARED gI - Eire Lone mbrki an dge is �redl,/at all fire hydrants, fi de rtment , ��.__.._ � connections;'cu in not meated as ' rking, and all normal an a gency 1 (�� fC Sr" ppaa access points to t e ture. The cdntnc�tor sholl coordinate e fire 1 \ �, 100, Marshall to ensure t eke requirements are satisfied. 50 25 O GEOMETRIC PLAN Patton Harris Rust & Associates fpc Engineers, Surveyors, Planners. Landscape Architects. 208 Church Street, S.E. + Leesburg, VA 20175 T 703.777.3616 F 703.777, 3725 Count # DESIGN SURVEY JJD PHR+A DRAWN DATE JJD APRIL 21, 2004 CHECKED SCALE BTN 1 "=50' SHEET C403SIT FILE NO. 8 OF 51 12238-3-0 56' 56, law 0 b m '.. um NOR 56, 56, 77 R A REVERSE CURB & GUTTER (TYP.) 3 P.) F -UDING OUTLOT �FER) 52-,A- C 1-37 AC 0) 73 AC (pRCL N LANDSCAPE " JG OF ." R) LANDSCAPE PROFFER N83- 5 ,,W 61, PROPOSED PROPE;TyLINE FOR WALMA T 0 77 ::J I N rV1 -77 ROPOSW 4 DOUBL GATE PROPOSED CHAIN LINK FENCE /' i, / %I 41 `' ; , / ' PROPOSED 5' R URB & SIDEWALK 56' 56' 3'L /'i ' .D� cq�/ i P 67'? CUR CURB CIV ry 27 & R (TYP.) Z, x Z, fj Z, -,Z �6 PROPOSED PROPERTY LINE FOR WALMART CG-91) OUT LOT RANISIT` ION CURB 5 & GUTTER (TYP.) 0 52- FUTURE LEAS E LOT AREA (GAS S TATION) ...ice f ' '' '' % /' ' �O / / `., 4-, 0 0. 73 AC .57 AC (EXCLUDING w (gNDSCAPE PROFFF-R) �!OTEj THIS AREA TO 9E zo OF " KEP? FREE: OUTLOT 6 0 "vLtHS OR 0 STOw,-,E By CONTRACTOR 52-,A-i MATC H ,� ' -INE SEE SHEET 7 �Ny PAVING LEGEND HEAVY DUTY PAVEMENT HEAVY DUTY CONCRETE PAVEMENT STANDARD DUTY PAVEMENT SIDEWALK PT PC 1.53 AC 1.21 AC (EXCLUDING C) LANDSCAPE PROFFER) NOTE: /'`''' ' / ' 1 ` FOR IKA[DPn\/F-KAF-1\ITQ ALONG U.S. PnHTF- 50 INCLUDINGCG-12A 14 () SGE aL sWAILK) 31071U131MNUEVE\IrIU/FIUN3, 3—EPLANS 111--U: "U.S. / F)Rl( 2T ROUTE 50 ROAD IMPROVEMENT PLANS PREPARED BY 01 AT� 1 / 2�— DRivEWAY, "STING 16.13 - N79-27' f N, ------ C 0 + U -6 3-PEED---- (A." Ljl 4 .. . .... . ..... 0 F iNo - - - ------- 00 R....... 4� IJ- U VIA 'N i F LANM FEMOM19WENIM F ire Lon""iio and signage is required at all fire hydrants, fire deportment . ..... connections, curbing not delineated as parking, and all normal and emergency GRAPJHC SC" access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied, W# 25 1P p 050 im *-MEL 1 REVISED PER COUNTY, VDOT AND FCSA COMMENTS 6/10/04 BTN 2 REVISIED PER COUNTY COMMENTS 6/23/04 BTN 4 REVISED DUE TO REMOVAL OF DRIVE THROUGH PHARMACY 5/16/05 BTN 5_ ADDED INTERIOR ISLANDS FOR LANDSCAPING 7/27/05 BTN NO. DESCRIPTION DATE CHKD REVISION - No. 11760 SEAL PROJECT ROUND HILL CROSSING WAL—MART SUPERCENTER #3344 GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY., VA. TITLE JJ-Poo , o 4 06, (j ---------- ------..... -'. 1 AAD7U.S. R0UTE 4 - __-_____ -'-- 35P0STED-SFEED . . . .......... 00 . .......... -,�)+00 -,' 4 + 010 EB, UB, ROUTE- NO, R MAES' 7A P��tf IRIW11141-WE's (111Q500A-M ........ ....... 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 County DESIGN SURVEY JJD PHR+A DRAWN DATE JJD APRIL 21, 2004 CHECKED SCALE BTN 110 =50' SHEET C404SIT FILE NO. 9 OF 51 12238-3-0 I I ; ! 'I ), 7 ! tt \ tl t I i ''1 ' ` 'I I t `1:h i ) \ t,1 :\ •\ ,� .,\ .` ; 1 i "- ' `•.�// _, / J, J _ --' /: - !; i / /' / /' '/ + f !' ' J !' f4 J, i i I ! I I i f i 1 1 { t \ 'I \ I It , { I I I 1{\ \• \ ,t \ \ `'\ I I {{ I '• \�N/ \�,C // 1 ( / ` ,' r! _ ,. ' ;1' J 1 1 !' ) , i I i 1 1 \ t I \ I 't I ,1 I I t S ; I) � y \ •, \ \ t t \ \ i 1 ! 1 / �, J ~�"--`� , /' " / r.•'' r+ r ,t`-' /' a �•� ,t IS 1 {' I I ` i 1 / ! 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J , J e ..., r ^ �t,� / \\ -- {�?'C1-f-- _ -, \ , I t t I PlV f- . d + L18 ! i I a 1. \ ' `, \ \ . a , 7 \ t t , .5 ,+y' _ . - I 1 REVISED PER COUNTY, VDOT AND FCSA COMMENTS 6/10/04 BTN CONNECTED DOCKWELL DRAIN TO STORM SEWER SYSTEM 8/6/04 BTN 2 ADDED INTERIOR ISLANDS FOR LANDSCAPING 7/27/05 BTN NO. DESCRIPTION DATE CHKD REVISION SEAL FRED . No. 11760 O ti SIGNAL i � ROUND HILL CROSSING WAL-MART SUPERCENTER �j3344 GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA. TITLE GRADING 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 Countv 4 DESIGN SURVEY SSJ PHR+A DRAWN DATE SSJ APRIL 21, 2004 CHECKED SCALE BTN 1 "=509 SHEET C601 GRA FILE NO. 10 of 51 12238-�3-0 0) r_ m (0 m m ti O M to O O N ti N ti m 3 7 9 O (0 U c cT n_ Cm W 0 m co m N N a 0 a- ,diF - \ ,� . " , I . I I I I I ' ' �' ,� .. i ! f I � : I I I I 1 j I � I t � ' � . 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'^ ..... � . � s4p ky, I a �twwtw_pq 11ILM � �pgglw ; �' � �� 0 mmq 0 mm.-41LYA6120mollumm.-,4:1,V,Lo)w. - - ___ . ___ welmklmj��� � i �m ADDED INTERIOR ISLANDS FOR LANDSCAPING . - ___ I m I — -_ -_ � I, — I= __ =�� m____ __ - � m: ____ --- I ; DESCRIPTION __ __ mvmm� — __ I �� AIIIIIIIIIIIIIIIIIIIIII :4 RVA M m 11, ; I mwm� - — - PROFESSQU& SEAL K./;��2,0" . FRED D. AMEEN JR. �, No. 11760 �$ W'�� /!��_'�— , NZ�0, '�e I-NWAL 70 PROJECT ROUND HILL CROSSING WAL—MART SUPERCENT GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA. FT—ITLE I __ jr, ii'', ������������ll,��������ll,�'ll,���� Ill [_. I li���������illil mik I 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 0 M County C DESIGN SURVEY ssi PHR+A DRAWN DATE ssi 1 APRIL 21, 2004 SCALE BTN 1 0$ =50' SHEET C603GRA FILE NO. 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DB ,,( - „1 ,_.> , � Ids W'oo �'�r�a`>�> � r\-798.57 II / Q ' ` Cry / l QEz(t _ -r.. - s.l�yV ar... 15 RsGP.-,, INV ,8Q0.83 t (+. t C�1 t'rj g t l P _ ,i t t : k , Z } ..1 / , _ '' - - _ P.. , � '"m � f t,A,' - `•'2f'r/' 4, I,, -'•_ - -.t.. _ � _ • �,,' _ F t y ; / / j -._ -' a Q• h r t / ! j ./ + , • t:.'.-. - f CC'� J, . % � I- i i f ..,4: ` r. r � . - F^ f ,c 3.-.<; a«.:-..w ��m yw�a. ,.+vi..e.d,Saza� ' _� / ' / / ASPHA , I V ( 7 % /,. \ ` \\ ..._ �wxar:aviow:b^Lwt.,,,/:}nnxx,wem.w.w•w IIILr h - t ,�° �/ �. A rc � F (-� r". • ._�_ P84 1J1 A�4 « __ 30'; t0 / '-r, 1 { _, (?f'7 I \ " `; I I ORl1lE ' _ q , 1 �)1 , i-,1"1 1; t/ t _.= 1 36'R P i > n. - t;un t» r'1 -- _ f �tl ., - -, C C 11Ci 8"tNV= 76 ( P ✓ f U i V ` tL , (j r \ ' OHLf _-' - r\ 1 36,. �A ! - +I v _-c_(--)- ki r \ •`> - _ _ K. , p ' g(:' i l P / JT t / v t M , 1 c- j , r - .. r P83 _ RCP \ I `._ t I IM-805.36 / ss" r;:. % -" 1Lj I �( t ! jy✓ 1 I 7 "' ._ J �yft \ f "7 - -' I \ 36 INV 1N -A 9:36 h _ -r { ! Y f C o t I a, 2 / / C I ?C5Q fa10 \ INV IN 0.46 _. �R:rt _C\- ; i I 1 'K� ,, /, \ (_ l 6„IN (0 T) f LIGHT , ... tM=804:26 ,' I � ; a� i /J 1f tr.?t` (:i-i `f��L n _ 1 (71'(t I ^� �;' 3 7.g 16 _1 `. , ` / °' `1 / /; . _ •_ - / , /; J <' 1 \ _ P - LIGHTS", " ...„t� 36 INV(IN)=..79c3, 9 . r ivi P. s l/ LIGHT - - - Ia nJ F-EW.T z Mm - r r • - OVAL OF DRIVE THROUGHPHA MACY ADDED INTERIOR ISLANDS FOR LANDSCAPING __ � DESCRIPTION mrommmEmly PROFE SEAL x of �J / f o FRED D. AMEEN JR. No. 11760 4 "/�os� 0 1 SIONAL PROJECT ROUND HILL CROSSING WAL-MART SUPERCENTER #3344 GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA. GRADING 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 1_ouni DESIGN SURVEY SSJ I PHR+A DRAWN DATE SSJ APRIL 21, 2004 CHECKED SCALE BTN 1 "=50' SHEET C604GRA FILE No. 13 of 51 1 12238--3-0 1 REVISED PER COUNTY, VDOT AND FCSA COMMENTS 6/10/04 BTN 2 RELOCATED HYDRANT ALONG WATERLINE "D" PER FIRE MARSHAL COMMENTS 6/15/04 BTN 3 REVISED PER FCSA COMMENTS DATED JUNE 16 2004 6/21/04 BTN CONNECTED DOCKWELL DRAIN TO STORM SEWER SYSTEM 8/6/04 4 ADDED INTERIOR ISLANDS FOR LANDSCAPING 7/27/05 jCHKD NO. DESCRIPTION DATE REVISION PROFE SEAL x of o FRE D. AMM JR. No. 11760 1 SIOIJAL PROJECT ROUND HILL CROSSING WAL-MART SUPERCENTER #3344 GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA. TITLE UTILITY PLAN Patton Harris Rust & Associates,pc Engineers, Surveyors. Planners, Landscape Architects. PHRA 208 Church Street, S.E. Leesburg, VA 20175 T 703, 777. 3616 F 703.777.3725 DESIGN SURVEY JJD PHR+A DRAWN DATE JJD APRIL 21, 2004 CHECKED SCALE BTN 1 "=50' SHEET C801 UTL FILE NO. 14 of 51 1 12238-3-0 MATCHLINE SEE SHEET 14 INV.=846.75(27") i 20' STM IIw 29 ESMT, 851.65 RCN R c TOP=854,5 INV.=849,5(15� ?8 j O INV,=847,1(24") �Ny I � I J I 35 21 1 0 . -) DITCH rr a r vfCIC J F1 E Dv i fj ,�){ "~ y �rjf-i(rflf ,_ OU J 7+� C'7, DJ� \\ 1 ......... ,�r I,<{I� ��J Tj 20' STM �\ ��\ . ( •I ���IIYII _. 1` ;� ESMT. sra 6oa3., - t "v !F NSrTtC C .r 0n r ) _ W6 - 20' WTR ESMT Op 1 � N 4" SLEEVE FOR 1 FUT • U"(1�1•t'{ .12 TO -850.8 6 IN ,=847.5 I o •'"0 jroS^" �, l u TOP=837-95 Pr INV. OUT=829.55 /,i-,-INV. OUT=829.35 =8 00 (2 ") ' ti!Ij NU =8 5 ( 2") LINV,-838.41'FNNvv.- INV.=838.35(21=842.1~ _ 5 ' TOP=8 7.1 INV.=843.4(15") -836.6(4 r,INV.=841.15(42")O r INV.=841.05 INV• =836.5 1 I OUTLOT 52`A-d OUTLOT 2 :E 1 * 1.42 AC 52 21 AC (EXCLUDING PROFFER) LANDSCAPE + 1.52 AC 1 1.29 AC (EXCLUDING I LANDSCAPE PROFFER 20' x 40' ACCESS ESMT. if TCN .2 .7 (tFrCf .6 PC--�c ROAD (:)IT(; i TRAIL WIDE HIKER (.ENy:> 7!, I SEE �PO� ,r� (,q CTUq /BIKER , 2 1 NDSCA L LOCATION I LAN T ` BY PREPARED EPARED I -?- --- _ LU ASSOCIATES,) INN 'A1•+_..,__...._. __-•�•""•�„ _ f`ijl__j�,�i c r%4-%�.-_ - __"_"„`„'W"_^d'""`^'"^•.••....,,.,, .a . 1 - t _-STD - - -a • 4 11 _1- t - i . , _.. ____ _. �h - ,.. i - _._.: f J �^y! ,- _ t_ _.. ..... c„"4 ° - - _- - .t" . 7 !ate. g,�-� "-i -,)__._._ -- _ I - � I t -f `- 1 + y-"1- -� . 4 1 - ." �.,, y 0 Od 3 58 + -^ '_ - _ - ""'i _ _ c 0.57 MI WEST F R 7- _ r MILES ES 0 OUTE 3 1 _ r r-� - s„ T t� _ _ .r' .JJ -_ - - !=h - -,. --�•----- _,__ - -_.-_ �'"" . max,. j •'"""�'..,,... �....'ro' '.:.=`` - � �_ -- ! t..J-1 1`�t� - --_.� _-^+--__.__ �- - ^---�� ",v,_��-�_ � - •_ -- _-_1'-"_'____•_• _ ,--_. __r�-+M1PJ�^ ___„-_�„ w.°"•+eaw :,was �:_- �•+:.._. - n C J r t- 1 -- 1- J- n� T -�' -._ it - a-.._ 1 I - rTk CD, _ •r _ 1 _ _ LEJ1(-i`ittvlO�' :, - f I � . / I f ! ] j, - t Ur rc 1 � - C r , I+l F- s. t , 1 1 LE r I E ROAD > u rI t a >••= I I r \_ f i �J i- f EXIiS _ i UR - _l_. _ Ih ! _- r I I I r , /rrJ t 1 r � /Y f l r l r `r _' t' ' 7 1 REVISED PER COUNTY, VDOT AND FCSA COMMENTS 6/10/04 BTN 2 R I D S E S J 1 Q 3 REVISED DUE TO REMOVAL OF DRIVE THROUGH PHARMACY 5/16/05 BTN 4 ADDED INTERIOR ISLANDS FOR LANDSCAPING 7/27/05 BTN NO. DESCRIPTION DATE CHKD REVISION 30' WTR/SAN 1 ESMT r r 1 1 1 r` it ;I 1 i I 1 I +I O , i OP INV.= V. 47 V. R P I PROFE SEAL PROJECT H � ROUND HILL CROSSING FRED D. a No. 11760 WAL-MART SUPERCENTER #3344 GAINESBORO MAGISTERIAL DISTRICT C�SIONAL FREDERICK COUNTY, VA. ,�V/ r TOP=835.7 INV.=831.2 INV.=831.1 0 r �--- TOP=836.8 -! INV.=832.45(21 ") INV.=830.7(42") 20' STM I INV.=830.6 ESMT. `V INV.=829.0 TOP=832.5 INV.=828.0(30") INV,=827.5(36") INV.=829.50(12") o TOP=831.1 j T 1 INV.=826.1 INV.=826.0 - TOP=832.28 INV. OUT=824.25 \ INV. OUT=824,05 TOP=831.0 INV.=827.5 TOP=833.5 INV.=828.95(21 ") INV.=827,2(42") INV -8)I6 7(48") TOP=829. INV.=826. (18') INV,=824 9(36") r INV.=82 .9(48 ip A TOP=,0 .INV.=82 INV,= nrn 1�� r I A_` • • . OUTLOT � INV. =$26. 21" 82 52 _A_F TOP=831.3 1.52 AC, NV.=825.95(21 "> 2 r w"m ae � �'e QDnc STA)O�tT \0 TOP=828.9 F 1 -822.8(2- V.=821.8(60 • 8 AC (EXCLUDING � O � TL 0 T �� INV.=823.7(48) LANDSCAPE PROFFER) �'� INV.=823.6 O U T� T R) 5 2 5 A- N 2_A TIE TELEPHONE, GAS AND LECTRIC TO 1 3 1.37 AC FUTURE LEASE L H r EXISTING/FUTURE LI ES LOCATED AC (EXCLL " ING (GAS STATION) T AREA r WITHIN THE R/WAND U R TE 50 FOR �� LANDSCAPE PROF R) ' ± 0. 73 AC I OUTLOTS 1-6 AND FUTUR LEASE LOT >.: 4- U rr Lv (n 50` ILDINCJ SETBACK '`� I _r -K�& LANDSCAPE U.57 AC (EXCLUDING LANDSCAPE PROFFER NOTE.' THIS AREA TO BE OF JOB TRAILERS KEPT FREE CONTRACTOR TORAGE BY A a.� 81 V) r. V TOP=820.1 caI NV.=816.85(15") r J f`It l.r_) $y INV,=8t$.-6,(1 r INV.=816.35 t CJ 4 f _ 1 r J - 5" rY. \ (1 I i _F _ r CP + e ,t) ,81,6. 1 1 + 7 - r fr a J , _ 1 !~ t i 1 - - r< INVY- ` e+f' - 'a= 820* 1.� � TM- < MT W. ' ... _ 1'Y' i .. - e' t Y / { _ YY A. - 9 • - •s 1 _-- - -zcn- -1 _ r13 w ( ED - p-. r "t- p f g Y p� �°a° i sir u., ... r..- l cr \\ I -J _ ''• '' � x:F?'f Y G , T. Ia t�Liir fCt ' t JjtYTA-J r,,, j ml GRAMC SCAM I I it 50' 25' U' 50' Iwo z1 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 r Count DESIGN SURVEY JJD PHR+A DRAWN DATE JJD APRIL 21, 2004 CHECKED SCALE BTN 1 "=50' SHEET C803UTL FILE NO. 16 of 51 12238-3-0 CPP ry "� ....,,-„�s:. .�,r�`'� .� _, ,,.•> . � . r ....�., gig.,,,-.i�'���sd tl TOP= 832.5 INV.=828.0(30") INV.=827.5(36") INV. = 829.50(12 ") z? �i x' TOP=831.1 INV,=826.1 INV,=826.0 - TOP=832.28? INV. OUT=824.25 "6`4 TOP=829. INV. OUT=824.05 n- INV.=826, (18") TOP=831.0 i; . INV.=824 9(36") INV.=827.5; INV.=82 ,9(48") TOP=83 .0 ��8 G 10 sr INV.=82 .4 3 '<} 21 " CPP r� INV•�g26, Far'tiHF OP C 41 VC� S T 0 Nell 0' SAN 1 ESMT I �/ TOP=829.37 INV. IN=817.70 INV. OUT=817.50 MfA TOP=837.21 INV, IN- 24.00 INV. IN 815.80 TOP 828.9 ��$�� � TOP=830.3 O { INV.=822,8(2-4 cy INV.=819.3.' INV.=821,8(60") TOP=829,0 INV.=819.2 IF INV.=820.5 ' O INV.=820,4 .1`1�1�; 7 1 20' WTR ESMT &C<�44 D� �- TOP=833.0 INV,=817.5 INV,=817.4 3� o / Q. TOP=834,9 / INV,=825.1(24") INV,=815.2(60") / INV.=812.1 (60") OP 35• - 31.04 (10") / IN .=814.10 INV, O = 9 / q 1rN• g25 5 f�FcYy 1 r i MATC/H L I N E SEE SHEET 15 CONDUIT NOTES FOR LOSS PREVENTION A PULL BOX SHALL BE LOCATED WITHIN THE SIDEWALK AREA OR AS CLOSE TO THE BUILDING AS POSSIBLE, THE CONDUIT FROM THE BUILDING TO THE FIRST PULL BOX SHALL RE 3" DIAMETER CARLON TYPE "DB" DIRECT BURIAL TELEPHONE DUCT OR 3" SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH SHALL BE 24", INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL ("BURIED CABLE" WORDING, 12" ABOVE CONDUIT. WHEN THE SECURITY CAMERA LIGHT POLES ARE 'LOCATED FURTHER THAN 400 FEET FROM THE FIRST PULL BOX, WHICH IS NEXT TO THE BUILDING, EXTEND THE 3" CONDUIT FROM THE FIRST PULL BOX TO A SECOND PULL BOX, ALL CHANGES IN DIRECTION OF THE CONDUIT SHALL UTILIZE STANDARD SWEEPS WITH A MINIMUM BENDING RADIUS LISTED IN THE NEC. NO MORE THAN (2) 90-DEGREE BENDS WILL BE ALLOWED BETWEEN PULLING POINTS, OR A TOTAL OF 180 DEGREES COMBINED IN SEVERAL BENDS. PULL BOXES SHALL BE LOCATED EVERY 400 FEET UNLESS THE COMBINED TOTAL OF BENDS REQUIRES ADDITIONAL BOXES. ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC SHALL BE "H-20" LOAD RATED THE TYPICAL PULL BOX SIZE WILL BE 17" X 30" X 28" "QUAZITE" PG1730BA28 BOX WITH PG1730HHOO LID, OR APPROVED EQUAL. DEEPER BOXES MAY BE REQUIRED WHEN THE CONDUIT ALIGNMENT IS AFFECTED BY OTHER UTILITIES. THE PULL BOX SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATION WITH A CONCRETE COLLAR AND A MINIMUM OF 8" OF GRAVEL COMPACTED PER PROJECT SPECIFICATIONS. CONDUIT NOTES FOR FIBER OPTIC CABLES PROVIDE A CONDUIT ROUTED FROM THE GAS STATION LEASE AREA TO THE WAL-MART BUILDING. 2" CONDUIT THE CONDUIT SHALL BE 2" DIAMETER CARLON TYPE "DB" DIRECT BURIAL TELEPHONE DUCT OR i T G VA (ZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE _+ TOP=831,3 - - 2 SCHEDULE 40 PVG. NS ALL AL N ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH U INV.=823,7(48") O - SHALL BE 24", INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL BURIED FIBER -FDING o u TL O T `� INV.=823.6 OUT TO N ,=828.9�� j OPTIC CABLE" WORDING, 12" ABOVE THE CONDUIT, ER) 5 2 /� -� f T IN .=820.9 O Psi ALL CHANGES IN DIRECTION OF THE CONDUIT WILL REQUIRE LONG FACTORY SWEEPS (NOT A'1 TO 9.30 STANDARD SWEEPS) WITH RADIUS NOT LESS THAN 10 TIMES THE DIAMETER OF THE CONDUIT. =� 1.37 FUTUR52 A' H INV 818.30 o E TELEPHONE, GAS AND LECTRIC TO AC (�' NO MORE THAN TWO 90-DEGREE BENDS WILL BE ALLOWED BETWEEN PULLING POINTS. OR A EXISTING/FUTURE LI ES LOCATED ' 13 AC E LEASE LOT AREA F<F c�S jl TOTAL OF 180 DEGREES COMBINED IN SEVERAL BENDS. PULL BOXES SHALL BE LOCATED WITHIN THE R/W OF R TE 50 FOR [-ANDSCApE �PXCLQ'bING (GAS STATION,) EVERY 450 FEET UNLESS THE COMBINED TOTAL OF BENDS REQUIRES ADDITIONAL BOXES. cT�C ;j CONDUIT SHOULD ENTER AND EXIT THE PULL BOXES 180 DEGREES APART. JTLOTS 1-6 AND FUTUR LEASE LOT PROF R) 0.73 AC R��� 1 LANDSCAPEAC (EXCLUDING W / j PULL o�XEs. N�: rHls AREA BRED E DER) r d � o J } � � � � � / (' ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC SHALL BE "H-20" O JOg TRAILERS FR � J t LOAD RATED. THE TYPICAL PULL BOX SIZE WILL BE 18" X 24 X 24". DEEPER BOXES MAY c NTR OR STOf`, GE By W �� BE REQUIRED WHEN THE CONDUIT ALIGNMENT IS AFFECTED BY OTHER UTILITIES. THE PULL CONTRACTOR 5 2 ._._. A ` / BOX SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS WITH A CONCRETE w f 1.53 AC COLLAR AND A MINIMUM OF 8" OF GRAVEL COMPACTED PER PROJECT SPECIFICATIONS. I- NDSCAP zh ± 1.21 AC j ---E PROFFER '- (EXCLUDING IF USING A PULL BOX TO CHANGE DIRECTION, THE MINIMUM BOX SIZE SHALL BE 48" X 48" � w LANDSCAPE PROFFER r' X 24" PRE -CAST CONCRETE WITH SEPARATE MANHOLE LID AND COLLAR. Q a ) / r ( to TOP 5(t6*)) / BUILDING ENTRANCE �' t 'D II�N =`8t86(1 " TOP=820.1 TIE TELEPHONE, GAS AND ELECTRIC TO F� �S r �, INV,=816.0(21 ") EXISTING/FUTURE LINES LOCATED A PULL BOX SHALL BE LOCATED AS CLOSE TO THE BUILDING AS POSSIBLE, WITH A SWEEP A INV.=816.35 f �,=815.5(27") WITHIN THE R/W OF ROUTE 50 RicF t' �r � MAKING THE VERTICAL BEND INTO THE STORE. 34 �" --- y �nVLr (r GAS STATION EASE AR V = 7 - , fi I r i i 1 P r_.a„ i,l 1� ( r },'),T, " E , -' z' THE CONDUIT SHALL BE TERMINATED WITH A PULL BOX AT ,TMi (EE ;0_F THE ST�lT10N LE}hSE _r Q INV -{' F<f ivi(`,VL � � t;F.. 8 P 116 �&;__ � ,�- _ ;, 1 n �.�, _ M. - , = / t -_._ � i'..-'y 'a^ ................. 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L>LJ / \-. i'�-^_�..._=._::_.____ '-------•-__ "`,'_---.-___,_ .-._..._ �,._ - .f-•_-_ r---'-_- ,.... � i-ra ici, ..r{).f. +,�-.____._.__'._____..._.._ .,� I t;�,:WE-�,,,e m ,-.P d --- �- 1 -` _ _ - r __..- a _�. 0 1 � )r 1 Rl'> }� J 1 1 -` VI) -�„_. _ -_ t ._...._ R...._ ._ _ ___. _ .._ __ _ _._ _ _ _ ___.. _ _ .. __ _. __-.............. ` __. _.. __ . - ---- - . - l4,f;LI11 y-" " _- -` I 1 '-----'- -ie y a � t 9 4� i A �� ar _ R � �a i U. S. R OUTF _'--.--__.- --- --- --_ T � �.,. -- _ __ __� �f - , = - _.__._ P E SP E EfD 3 M H I61 , _. __ __� - _ ,v 73- ' , r i .-.,.___ 1-. t ".~�_f'd!N2#.. � �! ......_.. ....,�,..m...- v � k _ _._._.!._... -_.._ _....__ I, j t 7 I .) Sri. 1 1 Y _ r ........._....,..-. _... , _.. _.. ._ _...-.... - i / ......_ , i I _._.._�kr'.,�L.-- Ii`, I ! ,-. li; 1(- , .� / , : r i . ......_ � �T� r}"*.,{° - r' �,j;i�t���+•� -.�ai .._.5 -��.t..:�„.d ."� ,:.... .. ,_. ipqc .1_ >n - f 1 � l.11/ t�l.i ^ �1 F,1 rt�f(i ;r:' ; -,• /. , .. .._..... -_ _...__... J - -.__ __ 'fir- __ __._.... _... _____..._�_ �i{ qd7`L� f s"' c e rhx,fT> iN 3 .. .�! f / ..... ........ 1•`- _ .. 1 3 A.''�' .. t��b� t33..'?..� yI� 1.,w,Sr„�`,� 1`^i.��R.:✓` �•,� ' f ^ .n _ .. -_ . _ �f�!;f\JC11('�1L-'_ _� v ..N...w, ...t4r,.,,:_._........•.._..-.a...__...--...;�i`. , ' + r _..._ ; L1' 1 i - MA PW r /r i • i f1I�., 1 REVISED PER COUNTY, VDOT AND FCSA COMMENTS 6/10/04 BTN 2 R I D T O U M 3 REVISED DUE TO REMOVAL OF DRIVE THROUGH PHARMACY 5/16/05 BTN 4 ADDED INTERIOR ISLANDS FOR LANDSCAPING 7/27/05 BTN NO. DESCRIPTION DATE CHKD REVISION PROFS SEAL A WA o FRED R. No. 11760 o � waste SIONAL "0' PROJECT ROUND HILL CROSSING WAL-MAR'll SUPERCENTER #3344 GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VA. 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 r 7P cy� 7 t6 T c'3 0- co LP 0 N M L0 O 0 N f` N F- D v 0 co U_ Count �} c DESIGN SURVEY JJD PHR+A DRAWN DATE JJD APRIL 21, 2004 CHECKED SCALE BTN 1 "=50' SHEET C804UTL FILE NO. 17 of 51 12238--3-0