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HomeMy WebLinkAbout012-97 Stephens City Animal Hospital (Max Mandel) - Opequon - BackfileGENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP u_ EXISTING INTERMEDIATE CONTOUR ------------- 33 _-------- SCALE 1- Q �� j� Lo o e " o � 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR - _ _ - - 330 o,� ® C, APE AZW C,,") 4W � ,0, �As�y� co N County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion �, o ci °Na 2. Measures to including detention basins during construction, and Sediment Control Regulations and an other state federal or local regulations PROPOSED CONTOUR 40i EX E P `��� 1 Z 0 c ELn 0 ° '- cO °' control erosion and siltation, ponds serving as silt applicable. In the event of conflict between any of these standards, specifications or EXISTIING EDGE OF PAVEMENT - - - - - - - L - - - - - - - 47 �, ST F:-TE. �41 ��11mb J 0 1 must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P / •� �- _ > � N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT Ln �Control Handbook. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER _____________________________ EX C&Ga) �co 4V2. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. Q' ;Z-7 � LnPROP (VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER C&G ST rzT (A' Q) x � V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6R - a-) Q � 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT s work area protection manual. ---CG_6 ---- TRANSITION FROM CG-6 TO CG-6R------------- _____________ '� CCU v_ required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's YJ HiGHLANbE - - •(' 0 V) 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 or latest edition of Road & Bride Specifications, Section 104.04-C. Y. ( ) 9 EXISTING TELEPHONE LINE ,c��li �Ae = 0 o with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T � G% �'� � Q) (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may 9 9 9 Y Y EX. 15 RCP G 4 °� responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER w � Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER -' 6. An approved set of Ions and all applicable permits must b pp p pp p e available at the construction site. Also, a representative of the developer must be available at all times. land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWERLJ 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER s- J SHEET INDEX on Q ..Q N Control Devices (MUTCD). arranged and held b the engineer and or develo er with the attendance of the g Y g / P �`�^1 o w J�> > Q o contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE ') l > � Q 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P �o 0 0_L 'Q embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for GeV SPz- < (,H EET S HEET (aF 7-U-) , 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any inspection. EXISTING GAS LINE a-7- FL Af � s(-(EE_T Z•oF 2 O Q J o Q o than 10 will require revised pavement section prepared b Greenwa Engineering and approved b the owner. 9 P P P Y Y 9 9 PP Y PROPOSED GAS LINE c � p �-- o J I- 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the tz �> o on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE - - - -� - - - - - N > o Of p : PROJECT INFORMATION 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other ro erties affected b this ro�ect shall be maintained FLOW LINE -� ...� ..� -- -- _J z ' z 0 Q o � be minimum 6" diameter and conform to VDOT standard SB-1. properties Y project through construction. FENCELINE X X x X # # * * x X Q _ o Q J Df Q a LL. PARCEL IDENTIFICATION NO. T M . �5 - I - � 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE O z Q `r �? Q one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during 9 9 9 STREET ADDRESS: 41= I c�3 H IG-H L-A NDE (2-- POAP � I - z ; < �'' � Q c� � and at the end of construction. EXISTING TELEPHONE POLE oN r LL o 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to Z� TOTAL AREA: O. 31� AGh-E (1 0 entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W1 TEE w PROJECT AREA: whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W1 TEE -W w Ti w DISTURBED AREA: 3c30 SQ condition at all times. CURRENT ZONING: 13-7- 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT CURRENT USE: MEDIGA�_ oFFIGe= sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSED ZONING: 15- Z sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT- EXISTING WATER VALVE w PROPOSED USE: 1�/IEDIGAL OFFI. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m SETBACKS: FRONT: standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER w - D - w SIDE: NIA z REAR: Q 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER^^ - contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall Q (n prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95%' of theoretical maximum density as determined b P Y y STOP SIGN ENVIRONMENTAL FEATURES i utility verification and the proposed construction. AASHTO T -99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12)-__�,-% - EXISTING PROPOSED PERCENT W of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT FEATURE ACREAGE DISTURBED ACREAGE DISTURBED 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to STANDARD RAMP CONSTRUCTION FLOODPLAINS O O final VDOT approval. PARKING INDICATOR 12 LAKES & PONDS O O 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES WETLANDS >1AC ® 0 must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans SINKHOLES O development permits. and further where determined necessaryb VDOT Inspector. Y P TEST PIT LOCATION NATURAL S.W. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his DETENTION AREAS 0 O project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDLCAP PARKING H/C W shall meet VDOT minimum design standards and is the developer's responsibility. STEEP SLOPES O f- Q 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected >15% O in accordance with state law. In the event gravesites are discovered during construction, the owner and V1,6. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 WOODLANDS O 49 engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE ®®®®®®®® 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering P p y®®®®s acceptance of work. Unit and total (ices may be obscured. F.A.R. CALCULATIONS PARKING CALCULATIONS at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT -(� MEDIGA L- GLINIG 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion by VDOT on an T LoT Af�EA = 13, 875. Lt-S S�z. FT. �Q• I�PAGE PEA Zso �Q. FT. proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account recevae ass. t receivable basis. PROPOSED STREET NAME SIGN -¢- Bt-IILDING FI-�IZ,gP-r✓A = 1854 FT. 75, -5GZ.l=T. /Z5o SQ. FT. professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED SANITARY LATERAL CLEANOUT m F.A. R. = I059-/13875. -t5 = d. I� 3 SPAGES �ff62U (z-!✓D geotechnical report has ben prepared, it should supersede the requirements in this note. = 3 ToTAI_ SPAGES PPc,VrPED 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 (®NE(I)oF WHIGt-1 ►� or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement HANDICAP AGGESSI6LE� . of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. EASEMENT LINE ----------------------------- �- Water/Sewer: Frederick County Sanitation Authority CENTERLINE W Q` P.O. Box 1877 12.0 -- Winchester, VA. 22604 EXISTING SPOT ELEVATION 7 (540) 868-1061 PROPOSED SPOT ELEVATION 125 Phone: Bell -Atlantic P.O. Box 17398 EXISTING TREE DRIP LINE '- Baltimore, MD 21297 (301) 954-6282 - EXISTING TREE ����� 15" OAK 15" PINE � U_ �� ]� MISS UTILITY 1-800-257-7777 OAK Z �- Power: Allegheny Power P.O. Box 1458 PROPOSED TREE �- Q fl Z Hagerstown, MD 21741 1-800-654-3317 01 Z Gas: Shenandoah Gas Co. P.O. Box 2400 e Winchester, VA 22604 }tU �/% v W_ (540) 869-1111 LU CO VER SHEET TH ®� �f o� IL 2 MARK D. SMITH � Project Name: f F`v:7Po-iED PAID-ILING IMPFLOVEM1rNT5[ Project Number: No,022837 NIAXWELL T. MANI C-!... �. o�FSS Magisterial District: Date of Plan: (Month, Day, Year) NG\�� 1®NAL E ot'Eszt_!®N DISTtaIGT AFFaIL (, 1'9`97 Owner: Address, Including Zip Code & Telephone No. PROFESSIONAL SEAL & SIGNATURE MAXWEI-LT MANl7EL 55g f AYH � PL�AD G�eA K , VA. ZZ6z,{- I C> 8��- Z oo �5�� DATE: 3- � 31-7 THESE PLANS ARE IN CONFORMANCE WITH 4 7 - -�-2 Z FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE SCALE: N I A Developer: Address, Including Zip Coe & Telephone No. p g p dp IN THESE PLANS SHALL BE APPROVED BY MAY W F:-(-L T• M A N P E L (SAME A�i C' W N G12--) THE ZONING ADMINISTRATOR PRIOR TO DESIGNED BY: CONSTRUCTION. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. JOB N0. GI-EEWWAY EN6(NEEf?-(NG Isl WIND`( HlI-L- LANC WIN4-'HE57Ef2 \VA. zz6o-2, (s9U)b�z-�{-Igs SHEET ( OF 2 Norf In A 7HoMAS A. SHAIZoN E. 6f --c)MLlNG D. 13 . 51 Z, P G . 37 ZoN E : E5- Z U1 ,E: MEPIGAL— oFFIGE EX . 5A N. M. H . w EX g" V�ATE fz L I N E EX. '�;iAH. f/C--WEF- 4 T M. 055 - O - b I MAXVVEL-L T. MANDEI_ D.8 . 757 pG . 1700 ZONE 13-Z U'iE' MEDICAL oFFI�E w H 16H L.A N 17C-F- (oo' F- I w }'-STEP Zra MPH S EED EX. 15 Gt.iP EX • 1 ASPHALT \ GU FzB I I • II EX . L, 35� 13.R.L I W PAVEMENT X Pt�P N E V\J �� I I l' I I {-AVEMENT • �I EX z STD(. P>uIl_c:;)ING I sT F SQ . F T 'Z G?. F T 3 O N d F I I do S W I I �75oSQ FT°DFFIGE� ME -W. EX . HGT 8' S � I PAP• / EX. £ PPvPU5E. MEDICAL oFFIGES w EX SAN- M.H- - ToP = 74 5, 3 3 FlT;P--c>AD- FATE Iv L-iMI(T - 1 13 -7. I EX. -iA N . M.H. -TAP = 74-5. Z -- E- X (o G f TEL. ESM'T D. PB. 31,3, PG. �58 I� S4 M- s 35� P � S6 �c W i!1 G la 1 w z m � m ui S o7o Z3' IZ " W SZ� 3. cao Pie- Pr HANDICAP PAR -ICING SIGN " VAN ACGC-5�( 5(rE T M. S� - 0 - 1-7 {Z.g. GUAF--D b.13. ZSI , PG. SIZ ZONE: B- I c�iC VACANT PAVEMENT SEGTIaN Z" SM- ZA �" ZI-13 L3ASE S-ToNE W ff) IQ 00 1 1f� N GUtzVF= T DATA 17E LTA = 847�>` 5(-' 3Z " FLA l71 Ll `7 = Z o . cam' A RZG - 31. oo' TANGENT = 1'9 C-HOP-D= N 51- 31' S4" E -z 8. Z7 ' �an�l�Ga�ivtg Cal cu (gi-ions Peri wtc�er (frce per 40 l 50' p le r 4d ' +rem S r�,q u i re,� Ivt�--c(=nor I �re� �r to s�gces = (-f-rec rccf.ulred T�� ( . 5 trey s reGf C_I r rc c�- � f('ecs l�r-ovidcd. 0 f roFo�d Rid Ma p le- C e, - n'f �arkl\ng lob green area s��� of l�f Qrec� -Z z . s Greeri Spc1cnn pro.ilcde, l = over �000 . �f cz 0 0� N � rV 00 .� .� ID (V :Z 5 Ln -d 00 45S 0 Lf) Cd n u 4- Q Cl 0 � � W W IL Z Z 0 Ll) Q N J Q � Z 0 � N DG+te�', 3- 31--"`7 iGGIe' I n _ -OI GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP k EXISTING INTERMEDIATE CONTOUR ----------_ -- 33----------- SCALE 1 ��- ���_L - z ------------ W �> CM�,DD 0:__ L `" Ln o cc fig, �� 1P�A�9�s�1� a�u 1. Methods and materials used in the construction of the improvements herein shall conform to the current P V1. All work on this project shall conform to the latest editions of the Virginia Department of P J 9 P EXISTING INDEX CONTOUR - - - _ - - - 330 ®1��LVFARP&K! - N cv County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion � �, o C� °N° and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 ��� �� ����d " o o :E LO 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT - - - - EX EZP. - - - - - - - - - c� ��4� ST v J - I I must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P Pz-TE . �41 / >- o = > N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT ,�C/ ` _ L Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER _____________________ EX C&G a) a) I = O 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. Q' W = a = Ln VDOT Frederick Count prior to construction in existing State right-of-way. ( ) y p g g y� PROPOSED CURB AND GUTTER PROP C&G ST IZTE z�� �_ � I`_o__u � � � x V3. When working on VDOT right-of-way,all traffic control, whether permanent or temporary, g p P y' CG-6 CC-6R - a� Q 4. Approval of this Ian does not guarantee issuance of an entrance permit b VDOT when such permit is PP 9 P Y P shall be in accordance with the current edition of VDOT s work area protection manual. TRANSITION FROM CG-6 TO CG-6R_____________ _____________ '�P �- � u_ required under State law. q t Furthermore, all traffic control flaggers must be certified in accordance with VDOT's NN NIGHLANbE - N - .(' W 0 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE T rlr f�-oAb ,� W 0 o with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T G% 17 m = (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP 0 responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER w Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER SSHEET INDEX � w 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER s" Q N Q N Control Devices (MUTCD). arranged and held b the engineer and/or developer with the attendance of the g y g P o w J > > 0 contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE > o' a✓ 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P P ` 00 0_ ^ � Li- � embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for Ge��lEP2- 5iHEEiT �HEET 1 aF z Sao a 9. All pavement sections on the approved Ions are based on a minimum CBR value of 10. CBR values less P PP P any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE e L-�N SF(EE-T Z�F Z o' Q J � than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE G G o f- oL<o o 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the - - - > o on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE - -�- - - - - Cn > o o in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE z o 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall PP P P p p properties Y project Furthermore, access to other ro erties affected b this ro'ect shall be maintained PROJECT INFORMATION J Q o o_ � Q be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE # * * * # # <` o Q a- � v) PARCEL IDENTIFICATION NO. T M . SS b - I - �3 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE O z UJ � Q one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS: It�-3 H IG-H L_A NDEI2- PzoAb 0 z LJ t: a and at the end of construction. EXISTING TELEPHONE POLE � W � 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to TOTAL AREA: CIL o entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take VI 0. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE w I PROJECT AREA: e? AGF-e- Q ~ whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE W w I T I w- DISTURBED AREA: 3ce-, SQ. FT. condition at all times. CURRENT ZONING: 6- z 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT CURRENT USE: MEDIGAI- oFFIG(= sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSED ZONING: 13- Z sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE w w - PROPOSED USE: MEDICAL- OFFIe-C- 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m SETBACKS: FRONT: standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER w - p --- w- SIDE: NIA Z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER �w REAR: O contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall � � prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN ENVIRONMENTAL FEATURES � utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2� of optimum moisture for the full width HANDICAP RAMP (CG-12) �;_ rOL-�% EXISTING PROPOSED PERCENT W of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT - FEATURE ACREAGE DISTURBED ACREAGE DISTURBED 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL result of his construction project within or contiguous to the existing right-of-way. P) 9 9 9 Y� Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to 9 P copy STANDARD RAMP CONSTRUCTION FLOODPLAINS O O 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 LAKES & PONDS O 0 WETLANDS O must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans P >1AC SINKHOLES O O development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION NATURAL S.W. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his DETENTION AREAS O O project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way W shall meet VDOT minimum design standards and is the developer's 'responsibility. HANDICAP PARKING H C STEEP SLOPES F 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected >15% O O Q in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 WOODLANDS O 49 � engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE ® ®®®®®® 21. The contractor is to verify field conditions prior to and during construction and notify Green way Engineering acceptance of work. Unit and total prices may be obscured. F.A.R. CALCULATIONS PARKING CALCULATIONS at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING STREET LIGHT LoT AP-�A = 1-3. 875. 45 S�z. FT. ME�IGA L_ GLII.IIG proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN �- BUILDING FI-�IZ/lPC-A = 15e4 �Q FT. ISPAGE PE Z ,C1 �e�. FT. SQ. FT. professional engineer and results submitted to Frederick County prior to pavement construction. If a % - F.A. R. 859 13875. 9 5 = b. I� 7545GZ.t=T. /Z5o geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT / 3 SPACES 12--Ee-'?UIr-2-E!7-) ToTA L_ SPACES PPb�/i�E � = 3 TA 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 �oF WHIGF-I IS or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement demolition. Names telephone the lines H/ANDIGAP AGGeSSIP�t_E� . of excavation or and numbers of and operators underground utility STORM DRAIN STRUCTURE IDENTIFIER 18 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. U EASEMENT LINE ----------------------------- Water/Sewer: Frederick County Sanitation Authority CENTERLINE Z W P.O. Box 1877 12.0 UJ Winchester, VA. 22604 EXISTING SPOT ELEVATION 1.J Z (540) 868-1061 + - PROPOSED SPOT ELEVATION 12 s �I LU Phone: Bell -Atlantic EXISTING TREE DRIP LINE P.O. Box 17398 ,'11 Baltimore, MD 21297 (301) 954-6282 EXISTING TREE MISS UTILITY 1-800-257-7777 ����� 15" OAK 15" PINE L _ �n Power. Allegheny Power OAK Z I- P.O. Box 1458 PROPOSED TREE Q Z Hagerstown, MD 21741 1-800-654-3317 0�2 L FINAL SITE PLAN Gas: Shenandoah Gas Co. xw. APPRO`v`ED :3 P.O. Box 2400 Winchester, VA 22604 AA `"` �"` DAT,1 s/z, 9 111 LU v �- _ (540) 869-1111 Lu � Z Op CO VER SKEET o � TH O� - w bL . ' N ® !li Z �j MARK D. SMITH ;� X Project Name: J P//ROPOSED PAP-K.IN� IMPRoVEh/9ENTS Project Number: N0,022837 MAXWEL` T. MAH VEL. �. S�ONAL EN Magisterial District: Date of Plan: (Month, Day, Year) fl. 4f E�Zt.I�N DISTwGT Ar IL l , I'7�-7 Owner: Address, Including Zip Code & Telephone No. PROFESSIONAL SEAL & SIGNATURE DATE: � 3- 31-7 MAXWEI-LT MANDE I- 558 PAYH IF- I�AP GLEA K , VA. -ZZ6Z� ��C 8��- Z I oo �' THESE PLANS ARE IN CONFORMANCE WITH ��� !o l07 - Z / b SCALE: N A FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code &Telephone No. IN THESE PLANS SHALL BE APPROVED BY T THE ZONING ADMINISTRATOR PRIOR TO MAX W E(_L T. MA N D E L (SAME AS CONSTRUCTION. DESIGNED BY: Engineer Certifying Plan: Address, Including Zip Code & Telephone No. JOB N0. GIZEENWAY ENGINEE(z-ING ISI WINDY HILL LANC WINGHE97EF- , VA. 9-o)b _ - SHEET OF 2 Norf In T M 85 B- O- A -THoMAS A. � `-,HAIZoN E GF-<�:)MLING D.13. 51Z, PG. 37 ZoN E f6- Z NA EDIGA L- OF F IGE EEC. SAN. M.N. TOP = 7so. (ol EX Ef. w EX. 8" WATEP- LINE EX. �;,A�4 4EWEF— T M. 8 5 5- ['I - 6 1 MAX WELL T. MAN DEL- 8 . 757 PG, . 1700 ZONE '. l3-Z USE' MEDIGAL oFFIGE w H IGH L_A N (7C-Fz- j�oSTf✓D ZS MPH S EED Ex . Ex.GcJ�FS� N OCR 33 S" E Ex. ASPHALT i GU 12B I • II • PAVEMENT Ir`f 1I IX PF-C->P- NEW II • �' {PAVEMENT I EX Z STD. 13UII-DING UI� 15T F I- = 75-+ SQ . F T © O Z N D F Loon = f coo --G1. F T tli l I `75o�iQ FT=OFFIGt✓� C 3��76?.FT °SToGF7/ ME -W.) 71 Ex . HGT EX £ PF�P USE. MEDIGAL 8 S I GC.IFH3 ' oFFIGES w —EX. SAN. M.H. - Tofl = 79- G. 3 3 f:2_�A D - fZ_T LItAlT wfl 3-7. --)1 ' EX. '7AN. M,H. -TOP = 745. z Z EX. to G f P TEL. ESNt'T P.13. 363, PG. �58 D$ qN S 6MT s Z ' \ =u P-a GL17 1 -- S o-7,0 Z_ 3' W _ low I� ' HANDICAP PAFLKING SIGN VAN ACGC'�SII3LE " T M. S(:Zl - O - 1-7 jZ. B. GU A F-C> D. 13. Z81 , PG. SIZ ZONE: B- I L. 1;E VACA NT PA VF-MF-WT SEG_T"IaN Z" SM- ZA 6�" Z1-F5 5ASE STONE W m IQ 00 1 U) N 12 Guf2VE 01 DA7A 17E LTA = 3Z " p-Ar�>ICJ'7 = ZO. Gam' f112G - 31. o0 TANGENT = I�.�a, GH OP-D' N sl' 31 ' S4 " E Z 8. Z7 I�and�Ga�ivt� Calcu Igf ioy15 Fe- wee Fer I tree per 40 r�uirPci Ivt%I=1or I fr-e� (ter to s�gces = (fret rec�ulr�d �- 5 �Ga r kI\n g l o b green c>; re ca s ��� o f l of- a reel z,fso�zz.5 Grecn . -�7{- cz N O ►n 00 N DIMC 00 vo N N Ln 5i 06 Ln Ln � I~ �Q LO FO IL N Z - Q o � W N J Q � 0 � � IL � � Z_ O N fl Off' H ci z Y p sYp� P� r v� J w Z nn Q W W Z aC v > 1L — U �? � Q :z J o WJ�� �J o JU ° D � ZL W V x Q Dare', 3- 31-:�7)7 �iccl I,!- '. I " = Z 0' beSigned by' Job No. e�f 2 o f Z