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HomeMy WebLinkAbout040-96 Garrett Dentist Office (Dr. Steven Garrett) - Opequon - BackfileJ cnn s N S� N o00 if V)ld)� �l a J �� n o�� o n C oz R/ W air= o ?5R 0 J v 756 RCP EX ES-1 7A a CC n a= C u? o' x w w r� 752 + C + O C7 O+OC 0+20 0+40 STORM PROFLE SCALE: 1"=20' H 1"=2' V 14.5' 40' MEDICAL OFFICE R/W Ar-� `RD 20 5' 43' 4.5' _ _ - !- FF=759.25 758 S k ' 647 '--44 SIDEWALK �- - CG-6 REVERSE GUTTER �. 2" SM-2A 756 CG-6 �- 6" 21-A SECTION A -A 754 I 1 752 W. H. EMMA _. &SONS, INC. Pa. 367 PG 545 ZONED: 8-1 USE: VACANT DRAINAGE CALCUUjIONS FOR PROPOSED STOR�1 SEWER DA TO PROP. ST'k = .33 pC OC = .75 , Tc = 5 4IN ito = 6. IN./HR. Oto = iREAD=20.5' CFSPROP. DI-38 ( SUMP COON) A 0 0 = 1.68 d=.18' O.K. PER VDOT CHART 17 FULL CAPACITY 18" RC� 0 1.5% = 13 CFS O.K. 0 N=.O 3 PEDESTAL SIGN 50 S.F. (max. area I 35' (max. height) SETBACK 3' FROM FACE OF CURB AT PARKING LOT. N d- (0 I W , � J � \ O +J Cr, 12 I 4' CONCRETE SIDEWALK lop of Ex. Fire J _ 9.5' C_'Q,?i_ - . - 764 42' 76-3 762 - - IaNE COMPANY EA 760 7 40 , 760 m _. 01watt Wall Pack Future CG-6 leied to prevent view g 2� r flective surface from _- - -- - --- j fsit. (typ. of 5). -. -- - L O T -- .----- I 2 - WINCHESTER MEDICAL CENTER, INC. I _T� t ? ) 0014 PHASE 2 D8 ZONED: B 1 P OPOSEQ _ KING t 0T USE: VACANT ON STOP Y x Q; TMP 85-4-2 ©IC'QL OFFICE 3 `r Hydront Elev.- 759.71 �L�i HYDE COURT �' 50- R/W Locate sidewalk to X (36' WIDE FACE TO FACE OF CURB) avoid hydrant. W EX. 4" SANITARY iSEWER LATERAL (to Rte. 647) Sight Distance 200' to end of Cul-de-Soc --� 4 L 0 T 5 A WINCHESTER MEDICAL CENTER, INC. DB 824 PG 1069 ZONED: B-1 USE: MEDICAL OFFICE TMP 85-4-5A BUILDING MOUNTED 1 =-6* A(q-SST HANDICAP PARKING SIGN I N ------200' Sight Distance 700' to end of Cul-de-Soc Own er/Developer: Dr. Steven Garrett 139 Old Forest Circle Winchester, Virginia 22602 (540) 667- 5446 J$" 20 10 0 20 40 /N FEET 1 inch - 20 ft. �5y Ex, entrance to remain to serve Phase 2 parking "N Ex. F.H. CONSTRUCTION NOTES GENERAL I The contractor shall fumish 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 Deportment 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 re ibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call 'Miss Utilit y" 1-800- 57-7777, 3. The contractor shall be responsible for all construction stakeout AIi dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve oil cut sheets. 4. An yy 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 oftsite 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 centerkne of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbonce Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporory and permanent erosion control structures and methods to be in accordance with the Virginia Erosion CCoontrol Guidelines and local ordinances and to be utilized during the construction period 3. 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. 4. Contractor to clear, up and restore disturbed areas immediately upon completion of pipe-layinq In the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality gross cover. Areas not graded shall be d:sced, leveled and seeded to achieve lawn conditions. _FIRE do 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 maintainea at al; times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not Impede access to fire hydrants, Fire Hydrants are not to be ot,structed of any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector ma yy require in this effort. 3. Temporary termination of sewer line sholl be lugged with a watertight pluq. The ends of the Werols shall be marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frame "d over be property aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3� the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of he meter box assembly to be in proper working order. It ;s the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the top and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap aH existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of this work. 7 Frederick County Sanitation Autnority approval of this site plan expires two (2) years from date of approval VIRGINIA DEPARTMENT OF TRANSPORTATION 1 All work on this project shall conform to the latest editions of the Virginia Department of Transportation NOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and am 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. Deportmert of Labor Occupational Safety & Health Administration and VOSH Rules & Regulotions. 3. When working on VDOT ng9ht-of-way, all traffic control, whether permonent or temporary, sholl be in accordance with the current edition of VI30T's work area protection manual. Furthermore, all traffic cortrol floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary. by \/DOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VOOT right-of-way. 6. 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. 7 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. 8. 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 Yr inlo Erosl n & Sediment ontr_91 Handbook, Sec 3.02. Furthermore, access to other properties affected by this voject sholf be maintained through construction. 9 Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway dramage facilities. 11. An 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 on adequate design can be determined by the engineer and approved by V D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All rocdway fill, base, subsurface material and bockfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoreticai 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 shoA 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. 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residenc Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17 Prior to acceptance by VDOT of any streets, any required street signoge and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an accounf receivable basis. PLANTING SCHEDULE -- 807AAOCAL COMMON NAME SIZE .SPACING OUANTITY Pt"SE 2 qZZZ ACER RUBRUM RED U4PL£ 2 5' CAL AT PLAN71AC AS SHOON 3 3 d QUERCUS PALU57R6 PIN OAK 25' CAL. AT PLANTING AS ShtoWN 4 3 CRATAEGUS PtMFM7PYRUM hNWThORN£ .5' CAL. AT PLAN77AC AS SHOWN 4 2 TAKUS CANADf A SS -CAANDIAN Y£W 36' HIGH MIN. - 3 fT. ON CEN. .,-A H 0c O � Mad XMiUslo,&Sky,�,X O CERTIFICATE NO. - � RI a 206 4 rd GiST RED PROFESSIONAL ENGINEER _,r�i LOCATION MAP SCALE: 1" =21M SITE DEVELOPMENT SUMMARY PARCEL IDENTIFICATION NO. 85-4-1 EXISTING LOT AREA 26, 720 S.F. ZONING 9-1 CURRENT USE VACANT PROPOSED USE MEDICAL OFFICE SETRACKS.- FROM R/W 35' SiDE - N/A REAR N/A OFFICE FLOOR AREA 3 120 SO. FT. FAR ALLOWED - - .30 FAR PROVIDED .117 PHASE 1 PHASE 2 PARKING SPACES REOUIR£D 1,,3 0 AT 1 SP. PER 250 50. FT. HANDICAP SPACES REOUIRED 1 0 STANDARD PARKING SPACES PROVIDED 12 9 HANDICAPPED SPACES PROVIDED 2 1 TOTAL SPACES PROVIDED 14 10 LANDSCAPED AREA REQUIRED 9, J52 SO. FT. LANDSCAPED AREA PROVIDED 17,272 50. fT. PHASE 1 PHASE 2 PARKING AREA LANDSCAPED REOU/RED PARKING SURFACE AREA 5,5-150 SO. fT. 4,450 SO. fT. R£OL/IRED PARK/NG AREA LANDSCAPED 276 SO. FT. 221 SO. fT. AT 5X Of PARKING AREA PARKING AREA LANDSCAPED 900 SO. fT. 224 SO. FT PARKING LOT PERIMf7£R 340' 250' PERIMETER TREES REQUIRED 9 EA. 7 EA. AT .r TREE/40 F% SPACE TREES R£OU/RED 2 EA. 1 EA. AT 1 TREE•/f 0 SPACES TREES RFMOIEO - 0 0 TREES RFOUiRED 17 8 CANOPY TREES PROVIDED 11 8 DISTURBED AREA 45 AC£RS .16 AC£RS THERE ARE NO STEEP SLOPES, WOODLANDS, FLOOD PLAINS, WETLANDS SINKHOLES OR OTHER ENVIRONMENTAL FEATURES ON THIS SiTE. ALL HANDICAPPED RAMPS PER V D.O.T. STANDARD CG -12. NO PERMANENT OUTDOOR TRASH RECEPTACLES ARE PROPOSED. NO POLE MOUNTED LIGHT FIXTURES ARE PROPOSED. LEGEND PROPI)SED CURB & ^UTTER - -- PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (fr 218/2- SM 2A) PROPOSED CONCRETE AREA (5' CONCRETE) PROPOSED COSS AREA E _1 PROPOSED EASEMENT AREA PROPOSED CiIR8 EXISTING CURB ZONING BOUNDARY --- ZB------- 10-` - C11 APPROVED BY: Frederick unty Zoning Administrator Uate is i J co 0 N o r ¢ C, C, 758 o R/W 758 no Q J v 75n 16,_ 1g 756 1.509,' EX. ES-1 -� �' `--I 754 754 0C V V > no t 4- W 4752 C_- � CD 752 0+OC 0+20 0+�O STORM PROFI! E SCALE: 1"=20' H 1"=2' V . I DRAINAGE CALCULATIONS FOR PROPOSED SJORq SEWER DA TO PROP. STR. = .33 Ai •C = .75 i N. Tc = 5iSPREAD=20.5' Ito = 6IN./HR. 0ta =. 1CFS PROP. DI-3B ( SUMP COMON ) 0 0 = 1.68 d~.18' OX PER VDOT CHART 17 FULL CAPACITY 1T RCP 0 1.5% = 13 CFS O.K. Gi N=.O� 3 I a0 PEDESTAL SIGN 50 S.F. (max. area i 35' (max. height) O SETBACK 3' FROM FACE OF CURB AT PARKING LOT. Q n � 2 Q: o � k O 0 I Q Q i j 2 e A�0.4 RD S.R.6 R/W 42- 40' � MEDICAL OFFICE ,I 20 5' 43' 4'S �-- FF=759.25 --4' SIDEWALK CG-6 REVERSE CUTTER \' 2" SM-2A --CG-6 �- 6" 21-A SECTION _9 -A W. H. EMMART & SONS. INC. D6L 367 PG 545 ZONED. B-, USE: VACANT TMP 74-A-105 P/L 555' 1- _. 764 .34.41..E If 58. 39 - - - 7,63 _ . ,•... _-762 - -- - -- 761- 15 C.25 k P ISLE COMPANY' EA 760-- f✓ - 7 CD a erne760 u.ter t _ 56 ' - - - 100 `Watt Wall Pack Future CG-6 (/ Shi4ed to prevent view I 9, 20 � - 759.05 59 of r lectave surface from --- - i IT offsi (typ. of 5). 21 2C' 23 19 0' , t rAF L07 2 MNCHESTER MEDICAL CENTER, INC. 1 DB 794 PG 0014 PHASE 2 zoNED: e-1 P POSED _r.___....T94ING LOT! USE: VACANT ON STOP Y � � TMP 85-4-2 7sG - W0104L OFFICE --VAN ACCESSIBLE HANDICAP PARKf c`! .o HOT. l20 -ft.- ` I SIGN v Area = 31,30 Sq. Ft. BUILDING MOUNTEDco _�-__ ._.-..----V/d�f ACCESSIBLE -- Building Height'= 24' (Imax.) 11HANDICAP PARKING ca t SiGN 5e.25. ' ...% CG-12 59.20 c� co 40 ft. - 7 _0 �N 5 SIDEWAL!< (PHA 2 a * ` -----. �i3.7& I 35',19*ddinq Restriction Lin u, ! AVIL CG-12;:' VDOT CC-12 - PH 2 1�) Di-38 L-6 t v� '� I P SE RIM-75e.00 v cD - 11 +NvAUT-755.12 �S N ice- Ex. F H % SERVICE EX. 4 '07 e STOP ' �" as" 7 7.95 20' --PROP WATER / SIGN o SF { > m» sERv/ CG-12 ` JJ EX j � -�'- 757.4 te_ RCP Culvert 3 ly._b47 . ' 4'kl - Ex. Ca-90 Entrance \ w�ldeter 161.5X. 8"_WATER-_MAIN Ex. CC-90 Entrmce ---- - ff / 4' CONCRETE SIDEWALKp. ---- Ex. 30' V.D.O.T. CG-9D _ EX. 40 FT. THROAT Throat Top of Ex. Fire a Hydrant Elev.= � Protection Entrance to be rliP i due to crocking. aced ' " �„ Ex. entrance to remain 75ev-= 00 HYDE COUR7' 5O R/W to serve Phose 2 porking Locate sidewalk to X (36' WIDE FACE TO FACE OF CURB) EX. 4" SANITARY 200' Sight Distance too' to end of Cul-de-Soc ovoid hydrant- w. y SEWER LATERAL -100, (to Rte. 647) Sight Distonce 200' to end of Cul- de -Sac �- 1 Y ' LOT 5A ►MNCHESTER MEDICAL CENTER, INC. I DB 824 PG 1069 ZONED: B-1 USE: MEDICAL OFFICE TMP 85-4-5A i / SAlv1T�y �.WR 411iiiim- Owner/Developer: Dr. Steven Gorse t t 139 Old Forest Circle Winchester, Virginia 22602 (540) 667-5446 20 10 61 20 40 ( IN FEET 1 inch - 20 ft. CONSTRUCTION NOTES GENERAL 1 The contractor shall furnish all matenals, 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, sppeecifications 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 resppansibiliyt �.. The contractor shall notify all utility companies 72 hours prior to construction. Coll 'Miss Utility" 1-800-257-7777. 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 Wwove oil cut sheets. 4 An unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall taithfully 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 constrv--tion. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL i. A Land Disturbance Permit will be required prior to initiating any site work. This permit con be obtained from the Frederick County Public Works Department, 2. 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. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas ore denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date liter establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to dean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lown quality grass cover Areas not graded shall be disced, leveled and seeded to achieve fawn conditions. 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 duing construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY I. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor sholl coordinate with this agency and arrange for inspection by the Soni(ation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority inspector �n the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plug �d with a w tertight plug. The ends of the laterals shall be marked with a treated 20 post extending from the pplug eighteen �1$) inches agave the ground. The top six (6) inches of the post shalt be painted green. Sewer Idler'& elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent ureter is set they will require- 1) the frame and cover be property aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of kthe meter box assembly to be in proper working order. It is the contractor's responsibility to hove the meter box installed correctly. 5 The Frederick County Sanitation Authority shall install ail water and sewer services that connect to existing lines The iocotion of the top and the termination point of the lateral are to be coordinated with the Authority's assistant engineer 6. The Frederick County Sanitation Authority shoal top all existing wotedines. They will furnish the materials for and mote the tap. The contractor must make application for and pay the cost oft s work. 7 Frederick County Sanitation Authority approval of this site plan expires two (2 years from date of approval. VIR INIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Deportment 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 shop comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on "T rot -of -way, all traffic control, whether Permanent or temporary, shall be in accordance with the current edition of YUOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, T994 (or latest edition of) Road & Bridge Specifications, Section 104 04-C. 4 r I n i r regulation, d o f Design features re oft g to construction o to gulotio , control and safety of traffic may be subject to change �s deemed necessary by VD T. . Prior to initiation of work., Contractor shall be responsible for acquiring oil necessary VDOT land use permits for any work on VDOT right-of-way. 6. If require 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 VD01 prior to initiation of work. 7 Contractor shall notifythe local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT wifalso require 48 hours notice for any inspection. 8. 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 rosion Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction 10 All water and sewer lines within existing or proposed VDOT right--of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11 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. 12. All undercut areas and bxrow material shoal be inspected and approved by VDOT Inspector prior to placement of fill, 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6' lifts to 95% o theoretical maximum density as determined by AA HTO T-99 Method Ay within plus or minus 2% of optimum moisture for the full width of any dedicated street rigbe ht-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shop conducted as required in the 4DOT Rood and Bridge S Ki,fications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval 14. VDOT Standard CD and 0D underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16, if required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 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 accounf receivable basis. PLANTING SCH.E'DULE BOTANICAL ACER RUBR/M COMMON AAM£ RED A41PLE SIZE 2.5' CAL AT PLANTING SPACING AS SHOWN OUAA(rITY 3 PHASE 2 J OUERCUS PALUS7Ri5 PIN OAK 2.5' CAL. AT PLANTIAG AS SHOWN 4 J CRATAEGUS PMEA10PYRUM n4WTht'JRNE .5' CAL. AT PLAN77NC AS SHOWN 4 2 TAXUS CANAD£MSS CANADIAN YEW 36" HdCH MIN. 3 A7 ON C£N. 51 9 -1 H 0 f•- O n not A. Mislowsky, 'ram o CERTIFICATE NO. 020474, EGiSTERED PROFESSIONAL ENGINEER LOCATION MAP SCALE: 1" =2000' SITE .DEVELOPMENT SUMMARY PARCEL iDENRFICATION NO. 85-4-1 EXISTING LOT AR64 26, 720 S F. ZON/NG B-1 CURRENT USE VACANT PROPOSED USE MEDICAL OFf-C'E SETRACKS.- rROM R/W - 35' SIDE .. N/A REAR N/A OFFICE FLOOR AREA 3, 120 SO. FT. FAR ALLOWED - 30 FAR PROVIDED .117 PHASE 1 PHASE 2 PARKING SPACES REOUIRED 13 0 AT 1 SP. PER 250 50. FT HANDICAP SPACES REO(1.rRE0 . . . . 1 0 STANDARD PARKING SPACES PRO►9DED 72 9 HAIVO CAPPED SPACES PROVIDED 2 1 TOTAL SPACES PROVIDED 14 10 LANDSCAPED AREA REQUIRED 9, 352 SO. FL LANDSCAPED AREA PROVIDED 11,272 50. FT PHASE 1 PHASE 2 PARKING AREA LANDSCAPED REOUIREO PARKING SURFACE AREA 5, 550 50. FT. 4,450 SO. FT. RF.OUiR£D PARKING AREA LANDSCAPED 275 SO. f7 227 50 FT AT 5X OF PARK/NG AREA PARKING AREA LANDSCAPED 900 SO. FT. 224 SO. FT PARKING LOT PERIMETER J40' 250' PERIMETER TREES R£OUIRED 9 EA. 7 EA. AT 1 TREE140 FT. SPACE 7REES REOUIRED 2 0. 1 EA. AT 1 TREE/10 SPACES TREES REMOVED 0 0 TR££S RCOUIRF-9 11 8 CANOPY TREES PROVIDED 11 8 DISTURBED AREA 45 ACE-RS 16 ACERS THERE ARE NO STEEP SLOPES, WOODLANDS, FLOOD PLAINS, WETLANDS SINKHOLES OR OTHER ENVIRONMENTAL FEATURES ON THIS SITE. ALL HANDICAPPED RAMPS PER VD 0,1. STANDARD CC-12. NO PERMANENT OUTDOOR TRASH RECEPTAUES ARE PROPOSED. NO POLE MOUNTED LIGHT FIXTURES ARE PROPOSED. LEGEND PROPOSED CURB & ^,UTTER PROPOSED CURB do REVERSE GUTTER PROPOSED STANDARD PAVED AREA (T 21812' SM 2A) PROPPED CiWRETE AREA 6 CONCRETE) PROPOSED GRASS AREA PROPOSED DSOMENT AREA PROPOSED 0UR8 EXISTING CUR8 ZONWG BOUNDARY -moo y0 -- ?e" i�€d t1EWE-> PPROVED BY: Lill 1 Frederick Cou ty Zoning Administrator Date ZB