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04-01 Doering Office Complex - Gainesboro - Backfile
I . � I � I . 11 - ,� . . � ,.;q 't, �"�,, I- . . - I I I � . . f . I I- - I I . � - I - � . I . - . 11 � I . I I I � . I I I - 11 I I I . 0 � I . 1 � I � I . I . � I � I . . � I - I . ___ _____ - � . 0 . I . . . . I . I I I I - -- . � - *-.*"-�-- . r�--- . . , . I � � . - � - . . ___ I . I . � I . I Ir , J . - _� .1 � � I I I I . � . I I � . I . .1 .1 I "I'll, 0�';i, "I � I 11 . I . ., � I I I I MW W �� - . . ,0111-11MI111111, L, _j I . (Q 1. . , I . .1.1 I I . I . � I . I I I I � . � I � I . 1`111 L) - � I I . . II CONSTRUCTION NOTES I , i 1 . The contractor shall furnish all materials, labor iond equipment and perform all work I ncluding restoration for the comnleted installation of the utility systems and all. other improvements shown or implied as for the , . . I I � - . � 1-11-1 --------- - M11111710 1. ; . . I I I . I . . I � . - . I . I IL I . I . . I � � . I � I ff., I 7e7 ( ) F_ completed facility ready for use. Unless otherwise noted, fi t- f r all work to be in accordance with - . I I OOE,om) Spe \hrginio Deportment of Transportation, Virginia M____1 De�artment of Health, Frederick County, ond'the contract documents. . I II—) I � . 2. the engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. � I The- contractor shall exercise care, in this work, so as. to avoid damage to any utilities. Any damage shall be th.e contractor's resoonsib'I't The contractor shall notify all utility companies 72 hours prior to construction. Call Miss . L). , .. "' I 0 T94�, Lu Utdit " 1--800-2 -7777. . 31 the contractor shall be responsible for all construction stakeout. All dimensions, elevations and locatiorts 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. Ailir roding for Improvements to be confined to the project area. Any work performed offsille is the Contractor's I resporlsizility. . � . . 7. Cutsheets shall be submitted t9 the Engineer for approval prior to orderii,n, structures and start of construction. . All cutsheets should show existing ground elevations at centerline of utility, s ructure or road, and offset hub elevation. I � I . . FREDERICK COUNTY SANITATION AUTHORITY - � 1. Water and sewer lines are to be. constructed in accordance with these plam-The lines shall additionally meet all requirements of the Frederick County -Sanitation Authority. 2. Tie contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. . 4. The Sanitation Authafty's maintenance, department is responsible for the installation of water meters r1hrough 2* in . I I size. Before a permanent rhet�r is set they require: 1) the frame �'and� cover be properly aligned with its meter box and yoke bar; 2) the frame and cover be set to the final , grade of the lot; 3 the &1ance lidween the top of the cover and the yoke bar be between 18 and 21 inches; and 4) a, components of �Ihe meter box ossWbIj to be �in proper working order. It is the devdoper's/controctorts responsibility to have the .meter box assembly installed correctly, I . 1 5. For water and sewer services that connect to existing lines: 1� . a) The location of the service lateral is to be coordinated with Authority's engineering assistant. An application for service must be made and fees pad before work will b!9in, b p1he Auth6ty shall furnish and install all 5/8" 3 4" and I R water services,. c For 1-1(2' and 2 services the Authority shall make thttop and bring . I (o the rope , � 0 ristall t e*tel I Authb6ty will, instalf tfi,e meter. d) The Authority will, install all sewer laterals. * 6. When an existing water main is tapped for the installation of a -new line: I a) The Authori� shall furnish all labor and materials to make the top. b) The devel er/contractor must: (1) make Q:plic t e top, (2),pay deposit (before work begins)- (3) mark the location oT the top; (4) make final payment I I eri the work is completed. 7. The contractor shalt tie�in a new line to an-e ' xisting ,manhole by core drilling the manhole. , 8. Any water service line most have a% double check valy.e or RPL backtiow prevention assembly, as required, installed. I . The assembly tall meet ASSE stopdQrd NO. 1015 or 101,3. A remote, readout is required, � . . 9. .All fire lines shall have a'detect6r. double checkr valve bacliflow prevention assembly or a RPZ backflow prevention . I assembly .as required. the. assembly shall meet AS,SE stondiaro NO. 1048 or 1047. A remote readout -Is required. EROSION CONTROL - � I I . � . . 1. A 'Land ,Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from . Frederick County. . . 2. Tem orory and permanent erosion control ,structures and methods to be in accordance with the Virginia . Erosion �ontrol Guidelines and local, ordinances and. to be utilized during the construction period'. 3. All erosion corritrol structures shown, or I as required during construction shall be continuously maintained � throughout the period in which areas ore denud�d. Areas shown to be surfaced ore to have stone base installed at, the earliest possible 'date after e,slabliShing, grade. No area is to remain denuded for more than 7 calendar days when construction is not in 'progress. I 1 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected - area I . I I � 5. All, unpaved areas of 'the site whic I h 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 grass cover, Areas 'not graded shall be d'sced, 'leveled and seeded to, achieve lawn conditions. T I � � I . FIRE &.,RESCUE � 1; . I I 1. Burning of land clearing debris requires a permit from the County Fire Marshall. Burning of construction debris on site � is Prohibited I li I I .1 I � . 1 2. Access for emergenc vehicles must be maiotained at aiLtimes during -construction. Temporary street signs . I must be posted as con2luction begins. ControcWr must ensure that Parked vehicles do not Impede access to tire hydrants. Fire Hydrants are not to be obstructed at any lime. I I VIRGINIA �GEPARTME PORTATION , 1. I I . . � 7 1, , I � . . : 1. All� work on this project shall .conform -to the latest editions of the Virginia Department of Transportation (VOOT) - I . Road and Bridle Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and an other . I statei federal or local regulations applicable. In the event of conflict between any of these *standards, specXcafions or plans, the most stringent shall govern. . . , I I � . 2. All construction shall comply with the latest U.S. Oepartment of Labor Occupational Safety & Health Administration, and VOSH Rules, & Regulations. . I � 3, When working on VDOT right-of-way,,all traffic- control, whether permanent or temporary, 'shall be in accordance with the current edition of VOOT's work area protection manual. Furthermore, all traffic control floggers must be � . . certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section . I I , 104,04-C. . I 1 4. The developer shall be responsible for relocating*, at his expense, any and all utilities, including traffic signal I �s, junction boxes, controllers, etc, owned by V.D.O.T. oi� private utility company. It is the sole responsibility of I i . rhe'ed,Ielciper to locate and identify" 'utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T �opproval of these plans does not relieve the developer of this responsibility. 5. Design features relatinsty constru5tion or to regul9tion, control and safety of traffic may be subject to change I - I as deemed necessary by U . Any ad itional expense! incurred as a result OT onyTiela revisioh will De . responsibility at the developer-, I 6. Prior to initiation of work, ,Contractor shall be responsibbe for acquiring all necessary VDbT land 'use permits for I any work on VDOT right-of-way. I,, 7. If requited by the local VDOT Residency Office, a preconstrucUon conference must be arranged and held by the I r engineer and/ -or developer with the attendance of the contractor, 'various County agencies, utility companies and VD01 I . � . . 9rior to initiation, of work. � I . I 1 Contractor shall notif the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VOOT wi(l, also require 48 hours notice for any inspection. . I . 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- � . . I - way through construction' and' mainterionce-of a construction entrance in accordance with the Vitainia Erosion & I Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this —pro'ec' sholl be n emr)� ov maintained through construction. The Developer shall have, within the limits of the project, an emp oyee I certified by the Depart - �rrt of Conservo� I � m( pri and Recreation in Erosion, and Sediment Control who shall in' ct erosion and siltation control devites and measures for raper installation and, deficiencies immediately . aftere each ralnfoll� at least daily during prolonged rainfall, onT 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 I construction. . . . I - I 1. 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 draino�e facili a oints. 12. An unusual subsurface conditions encountered du4ng the course of constr mediately brought to I I I the 2ention of the engineer and VDOT. Work sho'll cease in that vicinity Until an adequate design can be determined by the e�ngineer and 'approved by V.D.O.T; � I 1 13. All fill- areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement I of fill. Where CBR testM is required, a V.D.,Q.T representative shall be present to ensure the sample obtained i is re �.sentcitive of the ocation, When soil samples are submitted to private labrator"es for testing, the samples . , . sholIpble clear4y identified and labeled ,as belon%iin� to a project which will be accepted by V.D,O,T. and that testing shall be conducted according to applicabic . . standards. � . � 14. All roodw7 fill, base, subsurface material and bac:kfill of utility/storm sewer trenches shall be compacted in 6" lifts to, 95% o 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 re uired in the VDOT Rood and - Bridge Specifications. A copy of all tests shall.be submitted to VDOT prior to final%OT approval. ' 15. VELOT Standard CD and, UD underdroins shall be installed where indicated on these plans and further where . � I determined necessary by VDOT Inspector. 1 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT � minimum design standards and -,is the developerIs responsibility. I I 1 17. Prior to acceptance by VDOT of any streets, any required street signage and/or Pavement markings must be installed - . by the developer or, at VOOT's discretion, .by VDOT on an account receivable basis. Stop signs shall 'be thirty (30) inc ' hes tall . with high intensity sheeting, The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum I of four ,(44) feet from the edge of pavement. Sigr: posts shall be of a type� found on V.D.61's approved list. A copy of this I list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office 'WitW any questions regarding . I . sign material and placement. . . " I . 18. The developer must provide to the local V.D.OJ. office a list of all material sources prior� to construction. Copies of all invoces . 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. Unita and total prices may be obscured. . . � � 19. Aggregate bases and sub -bases shall be piaced on the sub�grade by means of a mechanical spreader. Density will be determined � using the, density control strip as specified in 0,01's Road and Bridge Specifications (Secflon 304) and vT,M-IO A certified � . compaction technician shall perform these tests. A certified copy of the test resulfs��shall be provided to the Residency Office. In I addition to checking starn depths, a V�D.O.T. representative shall be notified and given the opportunity to, be present during the I I construction and testing of the density control strip. - . 1 20. Asphalt concrete 'pavement shall be ,placed in accordance with the latest edition of V.D.O.Vs Road and Bridge Spceification . , .1 . e sity will be determined using density control- strip ,as specified in Section 3,15 and VTM-76. A certified compaction I � I . technician shall ,perform these tests. A certified copy of the tos ' t results shall be provided' -to ' 4he Residency Office. In I - I addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testin� of the density control st�ip.. . � 21. Approval of these plans shall expire , years from the date� of the approval fetter. . 22. COL-12 Curb 'Romps (Persons with 'mobility imparements) should be constructed at [ocotions shown on the plan sheets�,Qr as , � ' I directed by the V.D.O.T Engineer/ inspector. ' ' . � ! . I � I I I I I -- I I , . . I _� __ I r I I I . . I I . - � � I � li ; I I � . I . I - I . . I I . � I I . i � � '. . I I 1. � I I j I I I � I � I I � 1, �� I I I I I � � .1 I . I � � I j � I UM, _ � _---_- � I .. is "" , I' " E , " � 4 0 NA, , I �� 111 �h� i �. ,I) ., , g "I'll 41, P.i, * 01 �O �� M11 Z �, , , 0M. 11 '1__� ri'll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � I . I ;� � IN . . . � :"�, I" i � , 1 " , ,; I �, . I -, � . ", ,,, 1'.1` . - .. L'. � 1-1 , I � ., I ,''A I , ", ,r�', I 1_1. 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I 1 . �,, ,,- " " . ,� ?, " - - � , -, i- 1, � I ` " ''I `- - .�, ll -i -.,�O I . : . -1� 41� It 4 " 1� � xl'�11 Z I, 2 - I , " -, �,,, ", - I �,� ,�� � �. � , � - -, , _..�? , ,�, , , , — ��N,NM � A RUWN1�, R 1, li II A 1. L"*, 7'�f"�`I�,�T� I . ' , 'O. Or, � 'A I ' , - Pr' u ife'd fr 0 M T 0'p; 0, 1 ot-- 'i ' flo 6 - n.s ,.-w�A,-,v ... op . : b ta i/ , I - I - . - - � I � . . . � . . , . I LOCATION MAP I : SCALE: 1 I'= 2000' . I I . I I . . . I JANUARY 17) 20-01 1 . L . � I I I I I . � I . ' - ' I 0 * I "ilbert. w. clifford � P & associates,, i n(d %; 0 , 9. I � . � � . � . I . I I - � � I � . I I � � . I � . I I . L I . Engineers , e Land Pjanners * Surveyors . I I . I I I . I � 10-0-C Olde Greenwich Dr. � 1 200 North Cameron St, "L � 1, . I I Fredericksburg, Virginia 22401 . Winchester, Virginia 22601 . - I PHONE.: (W) 81098-2115 � I . . I PHONE- (540) 667-2139 1 ' � 11 I I OAQ FAX: (540) 898-2115 � FAX: 1(540) 6155 111,93 . I I I . I . I : . - I I I � . I I � I . . . I � .. � 4 I I . �, . � . � - I I '' . . � I I . I I I I 11 . - � � I � I . I . I . I . I - I - . I . � - . . I I . I., . I I — I I � � . � . I I I - I - � SHEET INDEX � I E-ET __ �_ . I � I 2 - _;., . � I � .. SITE DEVELOPMENT PLAN . � I — " I 3 - , � - - I � I GRADING, EROSION CONTROL & LANDSCAPING PLAN � I I 11 I 1 4 I MISCELLANEOUS DETAILS I I I I _PV . I . I I - � I .�1111 I I "PJAE SITE PLAN " - � �, �, ik ,, I k 1, , _PEROVED " A .','W �'.' ? W/ I � . �&" � �' 77 , r .)AT"E I I . I . � I I . I . -1 . . . I � .1 I � . . . ' '. I . I I �, � OWNER I DEVELOPER .1 1�1 \_1 H� Q�� � -�,�%' 1 �, I I I I . DR. MARK DOERING �� "I . I'll 41 � 1p, Z � �, � I I I .1 . 21 SOUTH LOUDOUN ST. E I I— I I V--i " I LI) A. MI[S'LlbWS-KY, R. -;�- - I I - WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA. 22601 �. 0 NG., I@2.0674� l-, . I . � 0 -a-(a�—z"I 0 1 "', , , I I 'PH.- 540-667-1266 PH.- 540-6162-0990 � /0 � . I � . ,�p 1� . I 1, . � I � /I . . . . . 11 � I I . I � � I � NA 11 11 � I . . . I I . - I I I I � . I , I I i � . I I ' � Approved by Frederick County Zoning Administrator . . 7 � I . I . � I , I . . I I I I I I r � I : I , i . I i I — Ai� :nz���, 613-1Z 0 . I I", . ,. ''I " I 1 11- . � ) � . I - � I � 11 I i f I I Site Plan � Approval, Val I id for 5 Years From Date Shown Hence 1. , , I I RECEIVED 11, ; . - I � . I I . � , . . � T I I I I � I , 11 MA,R 0 7 2001 . I � I � � � - i I I I � I I I � DEP1 OF PLMNINGIDEVELOPMENT . I . � - . & I i . . . I Projed Numi�er: ,-, - - � �� I I � I � � . � I I - I � ' I . . . I I Sheet., NumID er , 1 I Ir 1,_.,_,0f- 41, � .�. " ,� � - I � I I � � I I ) - I I I . I .1 � I I , I I � I I . . I -_ - �. I . 1. I - 1 � I � . - �, 1111 . 11 I I � � � 1. � I , , I , - . I I . I � , - - I - 1, .. . - � - 11 - 1,; I 11 , 11 I - � .. r I I 11 � I I I . I r . . � I � I I I , , I - , I I , ,� I I I . '. 1 I I . �� 1� ,� 1 _�' � ''I � . 1 7 - I - -1 __ - -�, 1, ILI, 11� �1�1 1- I , � - � , " ". __ I w F - Lr) U Q cn 5 N IY Q< C:) Lo V� -,-- �,- i F5 '7 °- LLJ < i <Z rY :D Y I oCL i; Q ' $ � . `ti 3r #, X W j *9 r OX RIDGE LAN[- 0 I Q � �- Mew I m Ln �- Li J Z IY EL c� o p hi Cn Li z LLJ° LLJ r1 Lf� Z Uj w � 0 LLJ Q D o Q �rz Ln Z Q U�j O:f HIV ci. Q cn tf 4 lY LL t I� S 1R,13-ES- INVI , LIT=817.75 4 __.- 2 5' - INACTIVE BUFFER 10' LrJ Q I W W W cn F- F- F-- z LLf M w LL- Cl- W U . c� LLJ Y 1 -8" TAPPING SLEEVE AND VALVE BY FCSA Ag V w818•1IN WP ELEcz Ex. SUPPORT POLE AND PEDESTAL DURING CONSTRUCTION PROPOSED SEWER LATERAL l r LOCATION AND ELEVATION 10 SHALL PROVIDE SERVICE 10} TO FUTURE BUILDING. M I PROPOSED ELEC AND TELE 4 UNDERGROUND SERVICE PROVISIONS SHALL BE MADEj TO SERVE FUTURE BUILDING I Zfi` I `�"`E3'.�.•-.� � WPP ^0.33' ^`INC- V) >- n w 4............. ..... ,... ,.. w_..._.... ._.._.... _.. PROPOSED HANDICAPPED -D i PARKING ACCESSIBILITY SIGNAGE MOUNTED ON BUILDING WALL r DRAINAGE EASEMENT PARCEL STORM WATER MANAGEMENT POND � .tr LLt w M rn i� i0 cn PIN 53D-3-5 N/F BENHAM & ANDERSON jW o 1- ZONED: B2 Ilk/ 4«' 1NV. OUT=$13.00 ._ PROPOSED ANCHORED . I� a USE: RETAIL x INV. IN=813.20 CONCRETE WHEEL STOPS oC 1't TRAM PROVIDE 15" CMP REQUIRED IN PHASE 1 �• � t��C. PAD c) I w/ STUB AS SHOWNCL `a/4�I' / 12'x 6' CANOPY ` --' f PROPOSED GAS SERVICE- .&- RIP RAP �0.67' PROPOSED IN_V 1LZ I _ _ _ = __ /� 26.00' , 0 8,� 'u% ILL AND IR LAN r� CORE DR ILL c>1R° , GROUT WATERTIGHT _.. R H Q p/N 20 ,gyp cg' S wP F�fT qN © �q oc kA S ,5 0 1--3" 22 1/2' EL.`,,- t?8>> o' 1-»---2 600' 1 �x A ACTIV� BUFFER71 w ' (qp71 p t .71 108.54 PROPOSED ANCHORE _ 2 CONCRETE WHEEL STO S o M' REQUIRED IN PH E 1 Nj CD I .^ OF ~ Fj I° LIGHT POLEe \Ss,�'�., '� d 3 BEHIND CURB ° °° I P. OF 2) i Q.e �\ -� 00 END PHASE ON t ,�;�_.._ ._ 2'4 CURES AND GUTTER ? _ s. 4 CD 06 C 3 0.; 4. _2 00'--22.00'- 20.00' 2 0.OG'----22.00 --- Y�a NAC I L Bu FER RIM=817.10 ° U INV• IN-814,95 ' U- END PHASE ONE air o CURD AND GUTTER C ° PROPOSED 3f 4" 2 �c Es I WATER METERR U- w g 3 0 OIL STR I - DI-1 c c0 it LL. LL1 0-Rlu =817 00 V; V) N 80 76 ,11 <, W 200. 00" ?._- 1 -PROP ED DRAINAGE AND- I } EMsTlrvc { I _ evlLoulc Iwo____ UTILITY EASEMENT I - 20' WATER z z RELOCATE GAS SERVICE � 1 t Y AS NECESSARY COORDINATE I I PIN 53D-3-5 I I EASEMENT f i a Q WITH UTILITY AND USER. _..__ l E i N/F n- 1 -8" GATE VALVE PROVIDE PHYSICAL BARRIER TO_ °" I j BENHAM & ANDERSON 1 -F.H. ASSY W/BOLLARDS ( PREVENT ACCESS TO ADJOINING N U-j ( i ZONED: B2 2 JTS 8 PVC SDR 21 LOT PRIOR TO ITS DEVELOPMENT _ PIN 53D-3-7 W USE: RETAIL 1 -8" PLUG (TYPICAL OF TWO REQUIRED) a,.ri N/F .` -10' DRAINAGE FSM'T BENHAM & ANDERSON ZONED: B2 USE: VACANT PROVIDE VDOT CG-12 ACCESSIBLE RAMPS AS DIRECTED BY VDOT INSPECTOR IN FIELD 2,5' - ACTIVE BUFFER I 62' --- PHASE 2 PARKING VDOT CG-6 REVERSE GUTTER CONC. WHEEL STOP REQ'D IN PHASE ONE -15" CULVERT SECTION THRU PARKING LOT NOT TO SCALE 2C 1 C U 20 40 1N FEET ) 1 inch = 20 ft. 62' -_. _-._._-_ 9 __. 9 SIDEWALK Z m VDOT CC-6 --.� REVERSE GUTTER \ `- 2" SM 2A 6' 21B • SEEDING NOTES: Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in, topsoil and be seeded as follows: 200 Ibs Toll Fescue per ac. 12 Ib. Annual Rye per ac. 1000 Ibs. 10-2040 Fertilizer per oc. 2 tons agricultural limestone per ac 2 tons straw mulch per oc. Permanent seeding will occur as the final phase of construction TenrMaStabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 Ibs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 tons 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. THE OWNER/DEVELOPER AGREES TO OEDICATF UP TO 12 FEET OF ADDITIONAL FIGHT -OF -WAY SHOULD V90T DETERMINE THAT SUCH IS NECESSARY TO IMPLEMENT r^UTbRE- ROAD WIDENING PROJECTS ASSOCIATED WITH REVEL OFMENT OF ADJOINING PARCELS: THE ,c OX DRIVE W/DZ N1NG SHOWN IS THAT PROPCISEO 8Y FOODI_IDIV AND AS SHOWN ON A PLAN PRE- ARFD 8 i/ GREENWA Y ENGINEERING, DATED 218199. IT NOW APPEARS THAT GONSTRf.ICT10N MAY OC CLIR THIS SPRI.'dG. 1L PROJECT SUMMARY TAX IDENTIFICATION NUMBER 53D-3-E TOTAL PARCEL AREA 35,710 S.F. ZONING B2 ADDRESS _ - FOX DRIVE CURRENT USE VACANT PROPOSED USE MEDICAL OFFICE EXISTING LOT AREA 35,710 S.F. DEVELOPED LOT AREA 35,71 MES SETBACKS BEQUIRU PROAQ D FRONT 35' 108.5' SIDE - 10' REAR - 10.33 BUILDING HEIGHT 35' (MAX.) 19' TOTAL FLOOR AREA 5,360 SO. FT. LOT AREA DISTURBED 0.98 ACRES FAR ALLOWED 1.0 FAR PROVIDED 0.15 MINIMUM LANDSCAPED AREA 15% 5,357 S.F. LANDSCAPED AREA PROVIDED 13,613 SSQ. FT, PARKING REQUIR D PROVIDED OFFICE PHASE 1 PHASE 2 PHASE 1 PHASE 2 (1 SPACE/250 SQ, FT.) 7.7 13.7 18 21 TOTAL SPACES REQUIRED 21.5 TOTAL SPACES PROVIDED 39 HANDICAP SPACES 2 4 4 0 LOADING SPACES 0 0 0 0 0 m C 0 Lu co ti 0 _J z �Q z CL Lx1 q w o CrLAJ � >a w i w w a- a_ a LLJ C�qo Lu Lj, ( Lu U) Q:: CLOr0C W Is o a �. O F- try to N N CV n Q Z N �! PARKING LMDSDAPING V PARKING LOT PERIMETER 450 FT. PERIMETER TREES REQUIRED 11,25 (01/40 FT.) PERIMETER TREES PROVIDED 12 INTERIOR TREES REQUIRED 4 (01 /10 SP.) .;y ' LL INTERIOR TREES PROVIDED 4 TOTAL TREES REQUIRED 15.25 ado TOTAL TREES PROVIDED 16 0 PARKING LOT LANDSCAPING REQ'D. 775 SQ. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 965 SQ. FT. NOTES: m 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK, COUNTY ZONING ORDINANCE. ��-- 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. „� J 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. t 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL °D FEATURES EXIST, 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND N- THANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES 3 OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. & HANDICAPPED ACCESS SHALL MEET ANSI 117,1 SECTION 4.1 p" LL 9. SIGNS- SHALL BE LOCATED3 FT, FROM FACE OF CURB AND 10 FT. FROM PROP, LINES. MAX. SIGN HEIGHT= 35. MAX. SIGN AREA= 100 S.F. + NEW 5Uk,0/1VG SHALL COMPLY' WITH VIRGINIA UNIFORM STATE WIDE BUILDING CODE, AND SECTIONS 304, USE R (BUSINESS AND 317, USE S (:STORAGE,,) c' p w rt W "� .Vf F- f- - LL; � W OF THE BOCA NATIONAL BUILDING CODE11996 r v U o- U) cn ? OTHER CODE THAT APPLIES lS CASO A 117. 1092,. r- *•: � � ��,� � � w < FOX DRIVE ACCESSIBLE ANO USABLE BUIL.DINC AND FACILITIES. ?.� a MATCH EXISTING PAVEMENT PHASE 2 PARKING AREA TO BE GRADED TO SUB -GRADE �� o ' �5 PROVIDE SAWCUT EDGE ELEVATIONS, TOPSO/LED AND SEEDED IN PHASE 1. {SEE 'I'0 �, C 0 0 cr_GIV E/S 16%. PHASE 2 PAVEME,NT AND CG-6 TO BE ^ - llu'STALt:ED COINCIDENT WITH ANY BUILDING EXPANSIONN, UT CC /VO DOVPSTER PROVIDED. TRASH REMOVAL Q SHALL BE BY F'R/VATE CLEAN/NG SERVICE. �1,4 ALL PARKING SHALL COMPLY" WITH THE 60CA --T7" NATIONNAL 8UlLi?1NG COCE SECTION 1145.3 \,\ '-- 1 1 /1 SM 12.5A �-�- UD-4 \ �_- 3' BM 25.0 U` \--- 8" 216 SECTION A SECTION AT PROPOSED COMMERCIAL ENTRANCE PLANTING SCHEDULE El BOTA,VACAL - COAAON NAME SIZE- (AT T/ME OF PLANT/NC) SPACING OUAN717Y ACER RUBRUM RED U4PLE .2' CAL- O 6' H/CH AS SHOW 8 OU£RCUS PALUS'TR/5 - PIN OAK 2' GAL. O 6' HGH AS SHOWN 8 LEYLAND CYRESS 4' MIN. HEIGHT 4.0' O�V CEN7£R 5 FORSYTHIA 4'. MIN. HEICHT - 9`5' ON CENTER 11 THUYA ACCIDENTALS i/AR PYRAMIDAL/S ARBORVITAE 4' HEIGHT _ J 5' OAf CENTER 18 TOTAL. 00 LENGTH : 105 FT. CATEGORY 'B" ZONING BUFFER Tl9I M LANDSCAPE SCREENING (LEl9.A11D CYPRESS (OAE.)- 4 FT. LAIN, HDGq (FT1RSYi}:A - 4 E<. Fr t MGiM 4 F. 0 CYPRESS (OAE.) ~A[ (9) FORSIIM (5) I�':YLAND CYPRESS (OAE.) 4 F. C.. (2 EA) - 4' HIGH, 3.0' 0 ;' 9.5' O.C. % 4 FT. O.0 (2 EA.) sa I I gp' N0, TO SCALE 11M 9 MM ARE AT PM PHASE I and If TRIP GENERATION ITE, 6TH EDITION ESTIMATES _ THO SITE AT FULL DEVELOPMENT WOULD 43ENERATE I" T.P.D. USE C`.ODE:720 �1 PROPOSED CONCRETE C- PROPOSED ROW PAVEMEWT (8' 21B, 3' EIE-25, 1.5' SDI-1250) PROPOSED ON SITE PAVEMENT (6' 30-0, 2' %1-2A) UT'I1TY PEDESM3 R RE L� 1 EXISTING 17OIRH DRAIWE & STRUCTIM PROPOSED STORM DRAINA&E do STRUCTURE: PROPOSED WATER W�,rr�.�r EXISTING WATER MAIN PROPOSED WE HYDRANT PROPOSED GATE VALVE & BOX ---4--r W i••rr-. PROPOSED CURB ✓>; QM, PIMED CURB W/REV GUITER SLOPE PROPOSED FIRS: LANE 7d, EXISTING SAN, SEWER AND NAiNKU PROPOSED UNDERGROUND ELECTRIC SERKE --LELEC !- --- PROPOSED UNDERGROUND TELEPHONE SERVICE TEL�- PROPOSED GAS 5fRu10E ---------- i 0kS 1 PROPOSED LIGHT FlXTUW (SEE DFTAIL ON SHEET 4) - - j W t+ OO V OO SCALE: __r 20 ' DRAWN BY: PPOJE+ T NO. 000 DATE: _ 0 V72101 iSHEET,O of 4 a 0- CD O �SMT o lyiT -A tt l a1 &-A i 0.25 FX SF = SSUB T C=819.951(gppR kM M .. \ SAS INB of T C=819.60 N. F' i t <Ylp k y i I V t- _ I s (✓i ZZ I I �ca, 1 e I qz I ILLL STI3 - ES-2 I N V� OUT = 817. 75 , 1 � I I F s t � s t � 7C € € } a I s y � Z I 00 Z I Ld d l �S" s w LW (v w� t , I ', ► s Lr.i a CONSTRUCTION OF A SILT .FENCE (WITHOUT WIRE SUPPORT) 1. SST THE STAKES. 2- EXCAVATE A 4'X 4' TRENCH UP91,OPE ALONG THE LINE OF STAKES. e•tAAx. �-- Ilil 4. SACKFILL AND COMPACT THE EXCAVATED SOIL rwtr SHEET FLOW INSTALLATION (PnMEMM VIKW) i"OINT3 A SIIOUIn BZ HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 7m Q *a and if•- i•t+[ ��'/ i•r 9e®�'t 1;0a7tlt la'J. DW $11" T� /C=818.75 '"1ygs " . £(V T C=819.20 £Qj 9�, 0 0 ` I Cq( . T C 819 90 T C=819.00 Q- - � � =" ' b \ I ~^ C=818. T C= 818.65 i � WPP w w ` T C 818, 75 l rL•= 17,60 ~`T C- 20 _ �__.._ - _ i U� T C=818.75 t T C=819. 40 , C� rr .I I , �F i STR #2 C=817.75 RIM817.10 F -T C= 818. 0 i0 � s 1 J t T C=$19.50s T C=8 7.80 '`.-' W I IT/ C i 8.20 , v.♦ r i1,. -- O STR #1 _ DI-1 RIM =817.00 U w I W i �W ,.iRANstr. o Ln C. A I � i r rw tE P T C=819.50 � T C=817.50 4 ; T C=818, 5 T C= 8. ci Rit C1 .85 iP C=817.85 T C=818.20 ���', LEGEND EXISTING STORM DRAINAGE & STRUCTURE - - = =_= PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB & GUTTER - -- - DRAINAGE FLOW - - EXISTING GRADE - PROPOSED GRADE PROPOSED EASEMENT AREA PROPOSED SILT FENCE SF CONSTRUCTION ENTRANCEr , Id 11i RIP RAP CHANNEL LINING SILT FENCE INLET PROTECTION \ 819.501 819.00 818. 5 0 818.50X T 819.00 T/C=818.30 T/C1=818.001 I Prune codomirant leaders --� ` DC NOT prune terminal leader of branch tips Prune rubbing or -�-` �✓ cross branches •1�_ '1 J t Prune narrow crotch ongles DO Nal stake or wrap and water spouts trunk unless necessary �---- - f� Prune broken branches Remove all togs and labels / "__--Prune suckers Cut away oil balling rapes / �,-•2"-3' mulch kept away from trunk Remove top of wire basket \�\ / `roil well to contain water tN AICIA)ED bockfill soil Widen and score hole wall --PortiaNy backfil, water to settle soil, finish backfiUmg rY Remove container and cut circling --Area for water drainage leave solid sod pedestal - do roots if contoiner-grown, or as much rat dig deeper than bah depth burlop as possible if field grown Dig hole 4-3 times root bd width TRH PLAM DETAIL .o ror"k 4 N. ( X 817.75 I I € EXISTING BUILDING E r I X I 1 10' DRAINAGE ESM'T I • CAREFULL Y COMPACTED SELECT BACKFILL NE AvvRECATE STANDARD NOT TO SCALE TRENCHINC AND BEDDING DETAIL (/'trust Dfock 41 BLOCK , i GRAVEL DROP r BLOCKTARE SCREEN CONCRETE iI,11� I. � .. �I�•1�� GRAVE! FILTER FWIFE SCREEN FILTERFC, WATER OVERFLOW RUNOFF WITH SEDIMENT WnH CIA SPECIFIC APPLICATION TIES METHOD � ni�fih�tl`� RRm�r , 111�1--`�lnlii=llll� OF NLET PROTECTION HEAVY FLOWS EXPECTED AND WHERE AN OVERFLOW CAPACITY• PREVENT EXCESSIVE PONDING AROUND GRAVEL SHALL BE le OR #5 COARSE RCE: VA. DSWC 6' dio. schedule 40 steel pipe filled wit 31 concrete and pointed yellow 7, 18" dio, concrete encasement t BOLLARD DETAIL direction of setting to be approved prior to installation as required concrete pod l'-6" sq. x 6" deep 2" min. - 6" max. f, stone to be minimum screw type of 6" above top of base adjustable valve box s e 1 I - locator peg FIRE HYDRANT ASSEMBLY Figure 9 mechanical joint swivel tee with 6" branch SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6 MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 110' 1.5' 07it FLOW "VDOT 13, #357. %5, J56 OR %57 COARSE AGGREGATE CUSS I RIPWW TO REPLACE SPT FENCE IN " HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED LATE 3.07-3 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.( METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH - T 24 in. Dia Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top lid) Note: 1 /2" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4" with top 6 painted Lie meter cover set 2' above fin. ggrrade prior 8„ varies as required to sZode corporation ,Stop 3" stone beddin 18 2' ? meter by F.0 S A 9----meter box surrounding box t angI (check valve 36'min. is with drain valve 4S' 8min. i- �angie yak ' i bd11 valve U _L L _. type K coppef tubing, continuous - without 11oints from 2 ft main main to meter 6' stone bedding METER SETTING PARTS line size meter w. a Yoke a le yoke ball valve angle check valve •xponsion wheel 3/4 5/8-4/4' Y502 BA94-223W HHCA94-323TD-G EC-23 I. 3/4" Y504 BA94-344W HHCA94-323TD-G EC-23 1" 1" Y504 BA94-444W HHCA94-444TD-G EC-4 transition to meter setting as required curb & gutter Street _ n . t a INSTALLATION NOTES: I sidewalk 1. Exact location of meter box assembly n to be approved prior to installation. 2. Water service crossing street shall be x . i" type encased in 2" did. SCH40 PVC or M 3.1 , copper SDR21 piping. The piping shall run from 3j4" type K n one foot beyond sidewalk, across the copper for street, to one foot beyond sidewalk. single meter installation - 1 %3/4" Wye DUAL METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMENT NO. 2. - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 STONE CONSTRUCTIONENTRANCE 70' MIN EXISTING PAVEMENT 7, SIDE ELEVATION WAS..ACR :. to, MIN. �r �r-� �t••t r r Wit• ref �P�r•� �?�t�r�t� �r\7 L�r�f�l• 10, •I vie MIN `` 12, min'r• (�III�III a , PAVEMNT ifhl. tt•�(�r�r•� �f•! COPSE AGGREGATE TO SEDIMENT R TRAPPING DEVICE MUST . FULL VAUTH OF INGRESS AND EGRESS OPERATION 12* MIN FILTER CLOTH - - SECTION B-B 4YNCl• InAM fmn 14Ri YnrAviel %rAvds fnr SrxT .meim &-A C &vmnf Ciia"- arA Va. rAW Plate A07- 0 m � Mo . to f-- VJ O U Lu w a W w W tZ 0 LLi W o Q J N r- opq 4) Q e� ` LL 4PA W 9S • o • Poo �1 >j6& W Pic 4A HI 4 0 o w QL`'0 L l -- LJ _ c`L_>C' v,�nz w (a o0Z � a{Xof UJ Q o0 N a A0� V rQ V � q d O � `•C q q � o SCALE: 1 '=20' DRAWN BY: RA IV SECT NO. 000 DATE: 0 V 12/01 SHEET 3 of-4 824 824 d X 812 DATUM ELEV 810.00 Lr 0. 0+00 1+00 2+00 WATER LINE PROFILE 820 812 0 0 Q HIC SCALE 20' 10' 0, 20' 40 1 INCH = 20 FT. HPR17 1 INCH = 2 FT. VE,RT. �_ qr .R t \ A.A. A 7 A P .,_A .e 'A. A.. . A F A - A s .A. j` The poftom of the cprb and gutter may be canstrucled Ipora"Al to the slope of sub- h- 6w Q'_0e surfope courses provided p 'ninirpum depth of 7" is maintained. This area rnoy be concfeta o! the option 31 the cogtroclor This curb to to be used whall design speed is 40 MPH or less on Rural hrghwnye or o 45 MPH or less in developed urbpn S siI00tfon oreas. XX Street opprooch same (Radius to be as A surfacing as moinlpne 'et shown on pions) roadway(Radius to be as �`` Redid mbination shown on pions) 1_ curb and gutter ( St'd. MIS) I a 6,IX 6 " Optional Flow Line 6.• MI Expansion nt A ..,J W - Note: Width "B" 2'-0" or as shown on typical section. Mainline roadway PLAN VIEW Note Cotrlb cyrb B, gutter having o rodus of 300 or less (along tore of cab) 4vvi be polo for as radigi comb"llon curb B gutter This ilem may be precast of cast in piece. Conlre!e to be Clefs A3 it cost in place, 4000 PSI if precosl COMBINATION 6it CUIRB a GUTTER VIRGINIA DEPARTMENT Of TRANSPORTATION • Class A3 tH.E.S. (a. • a Li. • ti. _ ^ — . _.,. — Concrete �• b Expansion Joint r Construct Grade changes with o parabolic curve SECTiION C-C 10' Parabolic Curve Edge of Shoulder Flow B / Max or Optional Line Slope Change V Mainline Roodway _ -' ! — - "- — -- — — — -- -.. _ __ — _ When St'd, CG-11 Is usled for entrances built 8 y Motr._ in conjunction with VDOT projects, please Slope Change r ._ D note the following. D XX Mainline povernent sholitbe constructed 40'Min, for Street Connection to the' R/W lire (except any subgrode stobtlization required Por' moiniire 20' Desirable for CorTxnardalEntr. pavement which cqn Ge omitted in 5 Min the entrance.) SECTION A - A A Radalcurb or corr+bination curb and gutter shalinot be constructed beyond the R/W fine except for replocernent purposes. Guidelines for Grade Change D when used in conjunction with Standard CG-3 or CC-7, the curb face on this Standard is to be adjusted tq match the Entrance Volume Desirable Maximum mountable curb configuration. sigh (more thon 1500 VPD) 0 / 3 / See Standard CG-12 for Curb Romp design to be used with this 5tondord Medium (500-1500 VPD) c 3 / ' 6 When the entrance rod'u cannot occorTlrnodate Low (less than 500 VPD) f 6 / / Che turning requirements of anticipated heavy (ruck traffic consideration should be iven to increasing the depth of adjacent proposed sidewalk to 7 inches. XOptionglfiowfne may b,e used for entrances In cut sections. Optionalflowiine may require warping of a portianof gutter to preclude ponding of water. "lam METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGiNIA DEPARTMENT OF TRANSPORTATION 203.08 DI - I 1 J Srteetpxr nndaoiwtoebe p5rwfdldrn NoTEsM N ,OM QS7-1 4...r . #,,-'- 3'Dnc weep n e, I M asp- LA),p be is I., •,.W. ew,h • w ^{-y+. SlorWarO q-IA Or i` •p TT i � '� � 8 ' iAf1M ! ze'�H YAnn A'1lCltifG M P�:rM rf� rbt ,i b h eMpltl r:'K r.oMMt. a!n, Swm doro f'bn IS- I TIn cox! of �4y IIIT� �'^ �^•�IIL'1� H " r og XI • _ _ _ - ie'i!is - Lurnnnmy Une pbci,4 allrnChrWL lGjdlq cl to One A ! A f ' f [ I i • ex .i1R �' 5 ,� to ee ,ncWtild m Ole W lu da to Ina drop + H 1rZ"15 - hb 24' �• rne± 4ompllre. i1 Z ®1e I Thn :, m iv N it m01 M ]rrCU4f Or GOft r• p0[C All xx1 m plpa cnrKxde 10 be Ch,es A3 F„ pratnel 4.._-...-.. _ See Stew I0303 • ! e -}� __, Nile "H"SxrenstOn shoran on Ile SIpn wds and suer,fwd p ' On the Ps's's ,all be �,fa:ned }'Urn IM i,rv.r1 of We 4'.I I I SECTION A -A 11.ep ' pipe tolne1 0alp sift` lwe plop'!+'dv,w,elong 9 t- t----2'-i"---.•{ 8} mA r ma►^4 pmpoee. loot ft.6 0t•vU dux} ri"' 1M11 Un, dlrM++'N!d by rh! CM'Irovor PLAN e a ra"Saa Dveeb, A 000- I?' CLINCRET£ OUANTITI£S FOR kfUY �EflTH oft fYKt TW etiert of We wildape a ?gr in, i p,•;o Rerpovad) C C It, be P wc.d m Mi IN. odlavr! err Data. d Ire enveilx•, the WNW, of 1nf ..0 kxf *` Weep 1'OI• rrin 11° x f2" pia C Iipda a ,U altytti*,r KKM1910 prfwnt 12`c Uqc Ppe, 1440"Ya>f eo-we to, be vw" w- cenwa r Fr 10 N. W- to w,, 1 V i}'r I.P. - tS2e Cu.rtl� Concrele n 9 �,dn0 d r41fr Ito s1rW'm Tne cal Pot Cloth LW r,efh a 901VOM104 s1... w111 • s4ti4nnem 4 rTlriniMn roe h& 0.03 tn, n—bv 4 In "of dorflt9 2'•4'nolo may be18'�taK PIPE- ICTCT20C. Tee COncrltf r ter, er✓rD n voi be cl .*o fl IN owe Ned k,' mea• hPdCge cierl� ancMr. h.n�,y rp Par' wd Se. 9axfad T D1 3, 4 2a t�+!f• pof- 4p1' Cu T� Q>ntrete, r" tlr,Riet! rndtfle Uf ftfLCke•. arterl�jple MN n Ayr 0 4G9 C rM per pddm orq� (Doff o1 0prn %SEc TION S EEL-. j%ECTION CAST MOM L2's2 b-a Lust w a -. _....�. i I I twit 110111 car41Pit CT. wftled 1 j�' J ' la• I A^Y OI}frnae 'neM O•e Uf �ncibr:r54, M" nq the uW.,O! of the Ergmfer, I ! mUY bf 9VDsr•t,r1 fM ee Will iron 1I I 7 "aui �' I t U hps m *Naar na on. wjld 43AI06 " �62 TI M 9 oea R,,,. t oli eonroeewe ,% livdee i Mtiudnq i.. }1j� (qjj��} jQjj�+ 10 coYa.. a,nrar,, W, v STEEL W I;"T i iAt WON I I. i- SECTION C-C XIMATE WEIGHT SECTION 8 B DISEH410lLC F()/1 Cast Ir G•st i( F ONLY r+Tte M31 to lb*. DETAILS OF COLLAR AND .;,RATE 5PECIP ICATI" STANDARD [CROP INLET REFERENCE_ 12 �- 24 PIPE AXi uM DEPTH (H) = IQ' 23s _ I GIWA�EPAPTMENT 302 IOxl.D1 TRANSNOR TAT I CN ES=2 -n -- — Pay Los i ...-z- --- 1--- -- L i ALTERNATE CQNNEC'TION NO Rio .-CanrteGYa Sector ibtf .c i a I 1 Toe plate to be punctled to match hales is skirt kp. 3/B" gaty bails tc be furnished Length of loe pfoie S Wi t0"for 12"tu 30"dia. pipe end V1+22" Reinforced for 36' to 60' die. pipe Edge Skirt Section for 12' to 30" tiffs pipe to be made in one piece Ssart Section Skirt Sect ignto; 36'to 54'din pipe My oe moth fromtyla sheets pined by rivet ing or bolling on ceryter line,60"may be corislructed In 3 pleces. Connector Section, Cotner Plate and Toe Plate to be same sheet tnicknessas skirt. 1 £rid - sections arld fittngs ore to be steel or olumenufn alloy frx use mitt) like pipe. E9*Approx. r PLAN where Flared End Sectws are fo pie used with asphattf Wax ZS4:! $lope c ed cttd Dosed motet cape. 1 • ' end sections da not need to be coa*j ar pav"d I TYPICAL CROSS-SECTION I ► - bIMENSKM ... __-...._..1 pWE SHEET TN[KFES'3 .—. e' ue LiMINUM l e a Toe STELL AL • TIL _... f'T ttf" 2' i 1_ PtOle i!' Oe4 .agG 6 a 6' 21' 1 24' 1 24' 10 -24-91 - Pfpf 1, Fv0__ e 2i r ae T .06 IO 13 i 4 49 P4 .Holes on 12 [enters -Max. { a a7S 12 fe 8 3 e4, -i - - - - _ .__ - !6 .064 .0T3 ' M I8' 4• I$a' 7^j 36' N1o0s9 Iis' �303'- -1lP2• _rp'�_ea 32e ELEVPTION e� so" 12 936+4' " +sa•36� SPE(IFICATfV.FLAFED ENS -SECTION FOR 12 60METAL PIPE CPLV�RT$ REFER VIRGIMA DEPARTMENT i '302 c/ TRANSPORTATION ALL FIXTURES TO BE SHIELpED TO PREVENT LIGHT SPILLAGE OFF SITE. PLAN 1" TOOLED EDGES HAND RUB FINISH ON \ SURFACE OF CONCRETE AND FILL IN VOIDS. #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT TIES @ l'-6" O.C. LIGHT POLE LIGHT POLE BASE WITH COVER PLATE SMOOTH FINISH ON ALL II t° II � EXPOSED CONCRETE Tjj ijT � NONSHRINK LOAD SURFACES. PAINT III III BEARING GROUT YELLOW ABOVE GRADE. `° III I ANCHOR BOLTS FURNISHED 3,-0" _ 11 IIT WITH LIGHT POLE. BOLT 'SIZE FACE OF — I PROJECTION AND BOLT CURB GRADE 111i CIRCLE PER MANUFACTURER'S 1 I _IT �_ z T RECOMMENDATION. 'TI-11 8' GALVANIZED GROUND --_ = ,11 I I— 1'-8" 0 CONCRETE BASE ROD. BOND TO POLE. iI I I I 111 II " T3 STEEL REINFORCEMENT „ I P.V.C. CONDUIT AT 2'-6 aI BELOW GRADE T0 PANEL. TIES ®1-fir O.C. _I TT �D-_ / # 4 STEEL REINFORCEMENT -- T II y �'� N —�`_ OTE: BARS `� I I _ ALL UNDERGROUND WIRING -� TO BE iN NON-METALLIC CONDUIT i _8n NOT TO SCALE LIGHT PALE FOUNDATION DETAIL G1NIq Z �0 a r w Z X O D w 1-QwOw rn Q cD I- `n z = r vo �\\ U)w0 rJ N LL Z O rJ IN 00 _ V V cam, j O q w Q SCALE-. NIA DRAWN BY: 4AM PROJECT NO. _ — DATE: 1- 17- 01 _ SHEET 4 of 4 - I , � I � � I r I I - I I . I completed focilit ready for use,. - Urilerss ,otherwise n6ted, s , ecifications for oil work 'to be in accord6ce with .1 � � . ASSENMEM . I 1`1��� � , I 'plicab � on `5pecificotions of The �Ii'rginio Department of Transportation,' Virginia I I � 911 alp le �tanoi rds and Qonst(ucti �. ff--\ M ff___1111 I - 7 ,* A Department of � Health, Frederick County, and the contract documents. I I llmo) � F� LMP) immmw ,L Lf7 / ,L 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. I I 1 I The contractor shall exercise core in this work so as to avoid damage to ,any utilities. Any damage shall be th,�, . I r Tf , � contractor's res onsibili The contractor shall notify all utility companies 72 hours prior -to �onsiruiction, Call 'Miss - I L) I E A Utilit " 1 800, T_ �� ffTf 7 i7nfllo V A (Q 4 flo I � - - 57-77 . I " I � - - -1 . .. 1 3. e contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall - I 00 be verified in the field by -,each contractor prior -to, beginning the work. The, Engineer will approve all cut sheets. . I . 1 4. Any unusual subsurface conditions encountered during'tfie course of the work shall be immediately brought to - . � . . '. r the attention of the Engineer and/or the Owine(, I . . I � . I I I 4 W 5� Cgntractor to obl:66, at his expense, all perm'its required of- this work and shall faithfully adhere to the permit, ' I , - n AMR ( conditions imposed. � ' �. . . I (Z '9 . n *4 95 . I . L� 9 1-_" 6. All grading for improvements to be con.fined to the project area. Any work performed offsite is the Contractor's I � . I 9 , . respons' 'lit' ' . I . . ,I I I y. - '. . . . :g�i no (P 7 (:o W B () ,A, ,-..Oq t ,� * a " P, ,A .. .1 - T� �� � . � I 0 (P T a B i . uUtSneets, SnOii be - suumiL eu IV kite tnpineer lor ,opprovul. prior LQ ordering tructures and stof I ol construction. - �. I I � � � � � . � I �, , � All cutsheets should show existing ground eevations at centerline of utility, structure or road, and offset hub elevation. � . -1 . I I , I � I : , I I FREDERICK COUNTY SANITATION AUTHOM 11 � � I . � . L ' 1. Water and sewer lines -are to be constructed in accordance with these plans. The lines shall additionally meet . ,==M=111=111211, P21% (IN . Ama I , . AkAN I all requirements of the Frederick County Sanitation Authority. . . I C�A � 2. Ve contractor sho coordinate with, 'and orionge for Inspection., W., the Authority. Aft � I � , I! w. lines are to- be coordinated with the Authority�s inspector. - ox , * ( lo (P x � V-,,�, N t (OP, IM, , 7a 1 7 3. Exact locations of water and sewer services on ne I . I : (�) �A . . I �y I. 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2' in � � 1, I '- . . L . size. Before a permanent meter is set they require: I . I . 1) the frame and cover be properly all , gned viith its meter box and yoke, bar; 2) the frame and cover be set to the final I . � I I � I grade of the lot; 3� the distance between the top of the cover and the yoke bur be between 18 and 21 inches; and 4) . � I 1. all components of he meter box assembly to be in proper working order. It is the developer-'s/contractor's responsibility . I I . I I I . I I to hove the meter box assembly installed correctly. �, � ' I I � . � 5. For water and.sewer services that connect, to 6isting lines: L . a) The location of, the service lateral is to be coordinated with the A0.1iority's engineering assistant. An application . I I I for service must, be mode�and fees paid before work will begin. b) The Authority §hall urnish and install - I all 5/8'. 3 4' and I* water services. c) For 1-1(,2* and 2 services the Authority shall ma . ke thttop and bring ((a the roperty lin� furnish and install th ' . I . Authb�� ' 11' . d) The Authority will install all sewer laterals. I 1 6. When an existing water main is topped for the installabon of a new line; � . a), The Authori shall furnish all labor and materials to make the tap. b) The devel er/contractor must: (1) make � � Q:pl,lcoti L top, (2) pay deposit (before work begins); (3) 'mark the location 3T the top; (4) make final payment en the work is compi6ted. � - 7. The contractor shall tie-in a new line to an existing manhole by core drilling, the 4irlonhole. 8. Any water service line must have a doubip check valve or RPZ backflow pre9ention assembly, as required, installed. The assembly shall meet ASSE standard NO. f015 or 1013. A remote readout is required. . 9. All fire lines shall have a detector double check valve backflow prevention assembly or a RPZ bpckflow prevention I assembly as required, ,The assembly shall meet ASSE standard NO, 1048 or 1047. A remote readout is required. I I � EIROSION CONTROL . I I . A Land Disturbance Permit will be required pri�r to initiating any site work. This permit can be obtained from , I I I i Frederick County. I 2. Tem orary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion tontrol Guidelines and local ordinances and to be utilized, during the construction period. 3. All erosion control structures show,n or as required during construction shall be continuously maintained I throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed I at the eafliest. possible date after establishing grade. No area is to remain denuded for more than 7 calendar days I I when construction is not in progress. . 4- Contractor to clean up and restore disturbed areas immediatey upon completion of pipe-loying in the affected area. 1 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4' topsoil, I . fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to, provide a . I good lawn quality grass cover, Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. ' ' I . FIRE A RESCU � 1. Burning of land clearing debris requires a permit from the County Fire Marshall. Burning of construction debris on site is prohibiied. 2. Access for emergency vehicles must 'be maintained at all times during constructibri. Temporary street signs � A, . . , must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire . hydrants. Fire Hydrants ore not to be obstructed at any time. . * . VIRGINI RANSPORTATION 4 . I 1. All work on this -project shall conform to the latest editions of the Vi r nia Department of Transportation (VDOT) ecifications, and Standards, The Virginia Erosion and S3iment Control Regulations and any other .1 . state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications . or plans, the most stringent shall govern. . . � I 1 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. I 1 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance . * with* the current edition of VOOT's work area protection manual. Furthermore, all traffic control fIGggers must be . I certified in accordance with VDOT's January, 1-994 (or latest edition of) Rood & Bridge Specifications, Section . . . 104,04-C. 4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic si not . I Foles, junction boxes, controllers, etc. owned by V.D.O.T. or priyate utility company. It is the sole responsibili?y of , he 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 relatin n or to re6ulation, control and safety of traffic may be subject to change as deemed nec'essor �s t? constrntio I ,y by 0 . Any a ditional expense incurred as a result of anyrield revision wil be responsibility of the' developer, 4 6. Prior to initiation of work, Contractor shall be responsible for acquiring oil necessary VDOT land use ermits for any work on VDOT right-of-woy. pi 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 agenciesi, utility companies and VDOT 9rior to initiation of work, . Contractor shall notif( the local VOOT Residency Office when work is to begin or cease for any undetermined length of time. VOOT wil 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 Virainia Erosion So I I Sediment Control .Handb.00 , Sec 3.02.. Furthermore, access to other properties affected by th—isproject shall be . maintained through construction. 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I. f $ .1 ,kzl�, � 01 , � - -:00 .. , I ,W, � - , � i ,,, - ;,i�41111;,Yl , , le ',� 11 K'A ,.�, j I 11W -.4, . �, - , . � , z " .� � " , , �,, 1�111q �O� " �, - Ift,112 ', (I , , � I -,�-.Y_ �;Z:,e � I ^r� ,rI " � i , , �� , , , . t " " " J.,','A� A' " ", VmM .11, ,� aff A � �. i, I NZ ti,tl e "'., !�Nr , , � 11� - - ,�, 'q7, ' I., 4 = �, ,;� , � -�, N I I . � , �'A - � � - ,-�,��; %--�,- - �, A " Ity L � : , �, "in I ., , �,_.:"��, - t,� 4 I, I - , ,1,,*�- -, " � `� �,�v - ,�� - � �-,,,I- , , �,i,�,l ,� A� fi, , . - T,�I -, 4- I - . 5 11 , , .'A y I Fri�fe_.d froi�i Topo'l 0, I 9 9 8 1 7 Jtlo )� rOL UU LIM,; (Vnvw. top 0 . C 0M - . I I - - . .. . - 10. Contractor shall ensure adequate drainage is 'achieved and maintained on the site during and at the end of . . construction. I . 11. All water and sewer lines within existing or proposed VDOT right-of-woy are to have minimum 36" cover and, . I when possible, to be installed under roadway drainage .facilities at confli6t points. . . . . I 1 2. An unusual subsurface conditions encountered during the course of construction shall be immediately brought to . I I the 2ention of the engineer and VDOT., Work shall cease in that vicinity until on adequate design can be determined . L 0 CA TION AIA P . by the engineer and approved by V.D.U. 1 13. All fill arecii, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement . �i��il� SCALE: I "= 2000' of fill. Where CBR testintistiren I . rired, a V.D.O.T representative shall be present to'ensure the sample obtained � is re entative of the ca When soil samples are submitted to private labratories for testing, the.somples I re ' . - I sholipbescleady identified and labeled as belongin� to a project which will be accepted by V.D.0,T. and that testing . I I I I I shall be conducted according to applicable V.D.O. . standards. I 14, All roodwo 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 AASHTO T-99 Method ,A, within plus or minus 2% of I . , � JANUARY 17 2001 . t'mum moisture for the full width of any dedicated street ri?t-of- '". At the direction of VDOT Inspector . I . . ) op f, 'performed by a qualified independent agency sho be co led as required in th density tes s ndu, e VDOT Road and . Bridge Specifications. K 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. I . 16. The installation bf any entr ' ances and mailboxes within any dedicated street right-of-way shall meet VOOT 11 I . minimum design standards and is the developer's reqnonsibilifv � 11 � . I - 1. , 11 , 4 9 � , I! I I � f, � : If , � I I 1. I � . . 1 7. Prior to acceptance bD VDOT of any streets, any required street s"no e and/ ngs must be installed . I � by the developer or, at ZOT's discretion, by VDOT on an .account receivable basis. Stop signs shall be thirty (30) inches tall . rilbert w. clif f ord I - * & aussod" "tes, i n 4C., 0 with high intensity sheeting, The bottom of the sign, shall be six (6) feet above the edge of pavement and installed a minimum 91 . . I I of four (4) feet from the edge al., pavement. Sign posts shall be of a type found on V.D..O.T.'s approved list. A copy of this I list may be obtained from the District, Material Section. Contact the local V.D.O:T. residency office with any questions regarding . � I 11 1, . . sign material and placement. ' I � 1 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices I I I I 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 I 1. : f% 11%. . %j, the work. 'Unito and .total prices may be obscured. . Engineers * Land Plann'Vers 0 - . urveyors , I . I 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined I I using the density control strip, as specified in V.D.U.'s Rood ,and Bridge Specifications (Section 304) and VTM-lQ. A certified . compaction technician shall perform these tests. A certified copy of the -test results shall be provided to the Residenci Office. In � 150-C Olde Green 'ch Dr., � 200 North Cameron St. addition to checking storn depths, a V� . D.O.T_ representative shall be notified and given -the opportunity to 'be present during the I � W1 , � I � I Frederick-11,urg, Virginia 224-01 Winchester Virginia 22601 construction and testing of the density (ontrol strip. I , _,, - 4-- I, . 1, OLIP . i I I . . 20. Asphalt concrete pavement shall be placed in accordance with the latest edit� n ' f V.D.O.Vt Rood and Bridge Spiceifications I I ') 6- t-% �"7-2139 L I 10 0 ' - (Section 315). Density will be determined using density control strip as sp' - I I. PHONE:, (540) 898�2115 � � - PHONE, (540 67 I L ecified in Section 315 and VrM-76. A certified coinpoction . I I 1. , _TW , I � . I technician shatIf perform these tests, A certified copy of- the test results, shall be,.provided, to the Residency Office, In . I I . 1 -2 1 1 . . IFAX: (540) �665-OAQ ' J . FAX:,(54-0).898 .115 . 13 addition to checking storn depths, a. V.b.O.T. representative shall be notified and 4ven the opportunity, to be. present during the. . I I I . I I I � � I I � � . I . . � construction and testing of the density control strip. I I . I I I . . I . . .1 21. Approval of th ' ese plans shall exph three (3) yedrs from the date of the approval. letter. . I I I .� � . . I � I � 1 22, CG--12 Curb Romps .(Persons with mobility imparements) should be constructed�ot locations shown on the plan sheielts:.or as . � � � 1, I I � , I . � � . ; � . � � I I � L . . I . . . . � . I � , I I . I I $ : 1� . �� I � . "� - I � . I � � r I L IL , . � - .. L I . I I 1. L I I I - � . . L I I . 11 - - -_ - -_ —_ - . � I I I I I I � I I - . I . . - . , 11 . � . � I . , I . �� '' I I I I . � . ,, � � I I L � I i I I � I L I I � I � ,� . I . I . . � . - L- . � L I � . � r � - . � I I , I I I I I . . . . I � I I I kk I .1 I L � Y. I I , I - ; . I . -L . � . � , . � 0 . � I � I I I . I I � I . I I . I I . I � I 1� . 11 . I 1� � . I � 1. � A ,., I I _� . � I I I � . - I � I . I I .. - . � . I . I I I I , I � L� I � - I I I - I � - - - I I 1 � � I I . . I - __ - I I . I L, - I I - �4U� H a � ''i ,0671t,��,, :,�-��,",,�� . Arl , ... - I I . � I- � t�� . � . I , I �p 1_� - :, �, _P � I I 11 � .. �� I I . . I I � 11 . . V� I I "I ' . I ... , ... LD .4 MISVVW�KY, R. Z - 0 N ,. 020674 �_ I . , 0 1 � -e- ( .>--> � I 0 I , � , 1� 01 , �, ? � � 11 I I � 1. I . SHE= INDET . I I 1 I I I . COVER SH�ET I 2 � . 11 I I SITE � DEVELOPMENT PLAN I � 3 � I . . GRADING, EROSIM CONTROL & LANDSCAPING PLAN . � - � 4 I . 1 MISCELLANEOUS DETAILS . I � I :q"v-,to � V ' . JEWAI SITE PLAri J� �� A,�,YROVED - _,DATE_&d,� / 2e a - " / OWNER � DEVELOPER . BENHAM & AN . DERSON DR. MARK DOER,I-NG 21 SOUTH LOUDOUN ST. 1870 AMHERST STREET WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA. 226,01 � PH.- 540-667-1266 PH.- .5,40-662-10990 I I - . I I . Approved by Frederick County Zoning Administrator I . . i I Site Plan Approval Valid for 5 Years From Date Shown Hence Date I - � � I : � I � I I I 1, . I 1 a r 1 -8" TAPPING SLEEVE ° AND VALVE BY FCSA a WPP NAIL IN '4 o H Q; 5 Q om" N 'm ~'R F //F ,q c") LCY w _ a, ~"Lj Alc p / L,; ,F r tiri cZ Y Imo,; 1-8 22 1 /2 EL. \ 3ati SUPPORT POLE AND PEDESTAL _ <'�� DURING CONSTRUCTION \, W !'--2.00- PROPOSED SEWER LATERAL Ek, A,,ACTIV� BUFFER F. �� .. � � LOCATION AND ELEVATION Ilk - SHALL PROVIDE SERVICE TO FUTURE BUILDING. _. f ! f cn ! .54 --- - h 108 /c�Y 1r, PROPOSED ANCHORED CONCRETE WHEEL. STOPS PROPOSED ELEC AND TELE ` # REQUIRED IN PH E 1 UNDERGROUND SERVICE FOX RIDGE L NE 8 r• „�. cv , Ifs I \:�, `. p £� PROVISIONS SHALL BE MADE, 0 SERVE FUTURE BUILDING , a , �2 �9 '00 VIA Ln Kj m ti. (' a ILLn w' A e 1'539•� __. N, � � LIGHT POLEA,S a !� 3' BEHIND CURB `� ? -Q OF 2) wP4 I `0 - a x , Q I IT- C) , END PHASE ON s a r �' I 10.33' s u> > �`- , CURB AND GUTTER ___..._ _ __ s :___ x �; I L I PROPOSED HANDICAPPED S i 3 - ES- (- i r' !00 -20.00 r✓, INVn UT=817.175 C 4 i PARKING ACCESSIBILITY SIGNAGE �Y. e o �. I MOUNTED ON BUILDING WALL `s I --2d.00'-= 22.00'- 20.00' 0'----2 *- - a STIR DI -1 DRAINAGE EASEMENT PARCEL - 00 - . 3 NAL I E BU FER RIM=817.10 STORM WATER 114ANAGEMENT POND J ... _ INV. IN=814.95 i o 41 `Z tn a M.„ END PHASE ONE C o w e A _, - LJ CURB AND GUTTER ¢(� Q I - w!C? CJ I PROPOSE D LIJa_ z Q .1 GI 1 WATER METE U_ - o � PIN 53D-3-5 J :� I gal { C' '� r` N /'F I w I, i! BENHAM & ANC) m ©� Ig c� _ STR1 _ DI-1 =' R50 _, � � w i `� o a RIM=817.00- � o �' ZONED: B2F N u� .� I¢ N L a W ; _ __ ("v €NV. OUT =813.0 i PROPOSED ANCHORED O _ I,,� F=,a USE: RETAIL CL � ( INV. IN=813.20 CONCRETE WHEEL STOPS o' I n� LLe a ( ,I� SANS. �# PROVIDE 15 CMP REQUIRED IN PHASE 1 o l i'"�w� crnao PAo o f { w STUB AS SHOWN 12'x 6' CANOPY ` PROPOSED GAS SERVICE '_.-RIP RAP 8 I c1 30.67"C14 I :, t s , I s. aa' r a �._ _, -�'". r�s, CORE DRILL AND _ Rt 1 01R� I ?� GROUT WATERTIGHT I ICCN N 80701 ' W 200, 00 1- f -PROP ED DRAINAGE AND ; s I EXITING I UTILITY EASEMENT i I BUILDING ' I 20' WATER C.0 z RELOCATE GAS SERVICE I ► � • z I I -- _ PIN 53D-3--5 AS NECESSARY COORDIN/�TE I o a I EASEMENT ¢. WTH UTILITY AND USER. =_ __ _-.__ _._ ' ; N/F GATE VALVE PROVIDE PHYSICAL BARRIER TO °� BENHAM &AIVDERSON v U5 1 -F.H. A SSY W/BOLLARDS PREVENT ACCESS TO ADJOINING W .� k � I � I ZONED: B2 t z z w LOT -PRIOR TO ITS DEVELOPMENT .z ¢ PIN 53D-3 r x ? USE: RETAIL � 2JTS8 PVCSDR21 , 0 � (TYPICAL OF TWO REQUIRED) a. a. N/F w m r, w 1 -8 PLIJ� - Cn j BENHAM & ANDERSON � 10' DRAINAGE ESM'T ZONED: B2 USE: VACANT PROVIDE VDOT CC-12 ACCESSIBLE RAMPS AS DIRECTED BY VDOT INSPECTOR IN FIELD GfiAf�fi�,/CS�,4LE - -�. 20 10 0 20 40 ( IN FEET i I ( 1 inch = 20 ft. R _ 25' - INACTIVE BUFFER 70' cv aN 0 t--- 25' -- ACTIVE BUFFER 62' PHASE 2 PA 10T CG-6 REVERSE GLITTER CONC. WHEEL, STOP REQ'D IN PHASE ONE 1--- - 15' CULVERT M SECTION THRU PARKING LOT NOT TO SCALE -� 62' SEEDING NOTES: SIDEWALK -� o Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil m and be seeded as follows: VLOT CG-6 200 Ibs Tall Fescue per ac. REVERSE GUTTER 12 Ib• Annual Rye per ac. 1000 lbs. 10-2040 Fertilizer per oc. 2 tans agricultural limestone per oc 2 tans straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabili2e areas left denuded for more than 7 days, but not _-- yet at final grade shall be as follows: 60 Ibs German Millet per ac. May through September) 2" SM 2A 60 lb. Annual Rye per ac. (Oc,ober through April) ``- 6" 21 B 450 tons 10-20-20 Fertilizer per oc. 2 tons agricultural limestone per ac 2 tuns straw mulch. per ac. Seeded areas to be watered and cared for as necessary 'to provide gross emergence, THE OWNER/DEVELOPER AGREES TO DEDICATE &1P TO 12 FEET OF ADDITIONAL RIGHT-OF-WA)l' SHOULD VL'OT DETERMINE THAT SUCH IS NE: ESSAR,✓ TO IMPLEMENT I=UTURE ROAD °WIDE,NING F'RO,1,, CTS ASSOCIATED WITH DEVEL OPMENT OF ADJOINING P4RC'EL S. THE f OX DRIVE WIDE_ NING SHOWN IS THAT PROPOSED BY FOODI_/ON AND AS SHOWN ON A PLAN PREPARED BY GREE'VWA Y E1VGIIVEEfR 1NG, DATED 218199. IT NOW APPEARS THAT CONSTRUCTION MAY OCCUR THIS SPRING. .5' 12 18' Q PROJECT SUMMARY TAX IDENTIFICATION NUMBER 53D-3-6 , r TOTAL PARCEL AREA 35,710 S.F. it ZONING B2 ADDRESS _ _ _ FOX DRIVE CURRENT USE VACANT o PROPOSED USE MEDICAL OFFICE EXISTING LOT AREA 35,710 ST. L o DEVELOPED LOT AREA 35,7100ES h I SETBACKS REQUIRE PROVIDED 74 FRONT 35' 108.5'LJ i SIDE - 10' N REAR - 10.33 BUILDING HEIGHT 35 (MAX.) 19 TOTAL FLOOR AREA 5,360 SQ. FT. Ly LOT AREA DISTURBED 0.98 ACRES w I Z FAR ALLOWED 1.0 w 1Aj o� s FAR PROVIDED 0.15 cl:� c } a MINIMUM LANDSCAPED AREA 15% 5,357 S.F. w Q w a-_ LANDSCAPED AREA PRODDED 13,613 S9Q. FT. a (_� of o P KING RLIREQ PROBED PHASE 1 PHASE 2 PHASE 1 PHASE 2 OFFICE (1 SPACE/250 SQ. FT.) 7.7 13.7 18 21 N a TOTAL SPACES REQUIRED 21.5 0 '� TOTAL SPACES PRODDED 39 N N HANDICAP SPACES 2 4 4 0 LOADING SPACES 0 0 0 0 PARKING LANDSCAPING PARKING LOT PERIMETER 450 FT. PERIMETER TREES REQUIRED 11.25 (®'I /40 FT.) ap o v PERIMETER TREES PRODDED 12 . INTERIOR TREES REQUIRED 4 (01 /10 SP.) .� > INTERIOR TREES PROVIDED 4 C w TOTAL TREES REQUIRED 15,25 TOTAL TREES PRODDED 16 od • PARKING LOT LANDSCAPING REQ'D 775 SQ. FT. 0 5% co PARKING LOT LANDSCAPING PRODDED 965 SQ. FT. NOTES:03 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA • AND Al 17.1-92, 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL Pow°D FEATURES EXIST. Q $ 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE • " MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND W ^ T HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. �•r � 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 � � IL 9. SIGNS-- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP, LINES. MAX, SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. G NEW BUILDING SHALL COMPLY WITH VIRGINIA - Z UN/FORM STATE WIDE BUILDING CODE, AND SECTIONS 304, USE B (BUSINESS AND 311, USE S (STORAGE) U ; w Uj Cr y w 4 +`�`J' �. I Of THE BC CA IVATIGNAL BUILDING CO1,1E/1996. x g Il © OTHER CODE THAT APPLIFS IS CABO A 177. 1092 r °`� a 1 0 z LL.JFOX DRIVE Uj r ACCESSIBLE AIVO USABLE BUILDING AND FACILITIES ' � 4 0 PHASE 2 PARK✓NG AREA TO BE GRADED TO SUB -GRADE '' r i t7, MATCH EXISTING PAVEMENT ELEVATIONS, TOPSOILED AND SEEDED IN PHASE 1. SEE O PROVIDE SAWCUT EDGE G N E/S 1'6). PHASE 2 PAVEMENT AND CG-6 TO BE w v _ INSTALLED COINC/DENT WITH ANY BUILDING EXPANSION. - - NO DUMPS'TER PROVIDED. TRASH REMOVAL Q QA'�!F-MET _ _ . - - _ VDOT CG-6 M�IIIMUM �--� E1;IST� G S ALL BE BY PRIVATE CLEANING SERVICE. LY- _ 1 ' 1;14 --' ALL PARKING SHALL COMPLY' WITH THE BOCA NAT/OAIAL BUILDING CODE SECTION 1105J 1 1/2" SM 12.5A UD--4 \ 3" BM 25.0 " 216 12„- 8 SECTION A SECTION AT PROPOSED COMMERCIAL ENTRANCE PLANTING SCHEDULE 80TAN44L - COMMON A"F SIZE (AT, RUE OF PLAIV-RAV) SPAC11yG OUANT17Y ACER RUBRUY RED AAPLE" 2' CAL., O 8' HIGH AS SHOWN 8 OUERCUS PALUS'TR/S P/N OAK 2' CAL. O 8' HIGH AS SHOWN 8 - LEYLAND CYRESS _ 4' MIN. HEIGHT 4.0' ON CENTER - 5 FORSYTHIA , 4' MIN. H£ICHT 9.5' ON CEIVT£R 11 TH1 YA ACCIDENTALS ARBORVITAE 4' HEIGHT - J 5' ON CENTER 18 VAR. PYRAMIDAL ---- -- --- _ _ TOX S" LENGTH - 105 FT. CATEGORY 'B" ZONING HtJFEER VE LANDSCAPE SCREENING (LiE11.AlID CYPRESS (O.AE.)- 4 FT. IAH, HEIGHT) (fDRSYI}NA - 4 FT. IrlN9. ITS CYPRESS (DILL) ARBORVITAE (9) F ll�!IAND CYPRESS (DILL) 4 FT. O.0 (2 EA.) _-r 4' NIGH, 3.0' O.C. , FORSI'MIA () 4 FT. O.0 (2 EA.) I 9.5 O.C. 12' _I N0 TO SCALE I MIM SF O ARE AT PLANTING PHASE I and I! TRIP GENERATION ITE, 6TH EDf ION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 194 T.P.D. `�•r USE CODE. 720 1 PROPOSED CONCRETE PROPOSED ROW PA'VEIiENT (8" 218, 3' OM-25, 1.5' SM- Il.5D) PROPOSED ON SITE PAvNENT (6- 30-D, 2' SM-A) ��- -- -~--- L- ^-� � UTIL[Ty PEDESTALS T� 0 EXISTING STORM DRAINACE do STRUCTURE _• - PROPOSED STORM RkWhCE & STRUCTURE PROPOSED WATER EXISTING WATER ON PROPIZED FIRE WDRON? PROP05ED GATE VALVE & BOX w * PROPOSED CIO do GUTTER PROPOSED CM W/REV GUTTER, SLOPE PROPOSED FIRF LANE ,T FlRE LWE , EXISTING SAN. SEWER &0 MANIK E - -- - --- - PROPOSED UNDFRCROUND ELECTRIC SERVX'E --i ELEC �---- PROPOSED UNDERGROUND TELEPHONE SEb"110E ----iTELf__ PROPOSED GAS SERVICE ---1GAS►------- PROPOSED LIGHT FIXTURE (SEE CF_TA1t ON SHEET 4) - r� V j U o I� W SCALE: DRAWN BY: RAM PROJECT NO. 000 DATE: 0 V72101 SHEET 2 _oF 4 IM L 04 LEGEND EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB & GUTTER DRAINAGE FLOW EXISTING GRADE PROPOSED GRADE PROPOSED EASEMENT AREA PROPOSED SILT FENCE CONSTRUCTION ENTRANCE RIP RAP CHANNEL LINING SILT FENCE INLET PROTECTION SF /P �SQ Prune codomirant leaders Prune rubbing or cross branches �- DO NOT prune ternerioll J leader or branch tips ►�.. __.�__ Prune narrow crotch angles DO NOT stake or wrap and water spouts trunk, unless necessary _ --- Prune broken branches Remove all tags and labels Prune suckers Cut oway oil Ldrwq ropes 2* 3' mulch kept away from tnmk Remove top of wire basket Soil well to contain water r —l1N ANDED bockfill sod Widen and score hole wagPartially bockfill, water to settle sal, finish bodditing ti Remove conloiner and cut circling {save solid sod pedestal - do —Area for water droirwge roots if contoiner-grown, or as much not dq deeper than boll depth Wrlop os possible if field grown LDig hole 2-3 times root boll width 1�PUM MM no LQ I 10' DRAINAGE ESM'T ,I i, CAREFULLY COMPACTED SELECT BACKfULL NE AvvREGAT£ STANDARD NOT TO SCALE TI ENCHING AND BEDDING ,DE'TAI , SILT FENCE CULVERT I NL E T PROTECTION DISTANCE IS 6' MIMW M IF FLOW IS TOWARD EMBANKMENT — f-LOW OPTIONAL STONE COMBINA TION _T2 5* FLOW 'VDOT 13, 0357, /5, f5e OR J67 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE ` WHEN HIGH VELOCITY OF FLOW IS EXPECTED 3 SOURCE: ADAPTED from VDOT Standard SlImb and Va. DSWC CLASS I RIPRAP PLATE. 3.01 (METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in. Dia Non -Traffic M32C-PW Traffic A32HH - T 24 in Dia. Non -Traffic MC-30 (Frome) WITH RML-1-T (Top Lid) Traffic MC-30 (Frome) WITH RML-12-T (Top Lid) 1 /2" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4" with op pointed blue meter cover set 2" above fin. grode prior 18" varies as required to sodding corporation stop 3" stone bedding 18 21' ammeter by F.C.S. meter box surrounding box 1 I an (check valve 36'min ° with drain valve 45' 8"min. �cirl e yak . _ ball valve U type Kco r tubing,, continuous �- water without }' ints from 2 {{ main main to meter 6" stone bedding METER SETTING PARTS is meter re size rake a le yoke boll valve angle check valve expansion wheel 4 5/8'x3/4' Y502 BA94--223W HHCA94-323TD-G EC-23 tronsfGon to meter setting as required curb & gutter Street _ 3/4" Y504 8494-344W HHCA94-323TD-C EC-23 1" Y504 BA94-444WHC HA94-444TD-G EC-4 M JSTALLATION NOTES: Exact location of meter box assembly U�) to be approved prior to installation. Water service crossing street shall be encased in 2" dia. SCH40 PVC or M SDR21 piping. The piping shall run from 3/4" type K one foot beyond sidewalk, across the copper for to bock of sidewalk ' I" type Y K copper N . N A street, to one foot beyond sidewalk. single meter installation — 1 "x3/4" Wye DUAL METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 STONE CONSTRUCTION EN �MMM�TAILKRM FILTER CLEITH-�' 6" MIN A (OPT• SIDE ELEVATION EXIST,iNG (ROUND B VASHRACK to, MIN �? r•re, •r.I MIN. MIR II II EXISTING -�t�V:- It�t�r�7� fir•. ...: .. •,. �.10, AGGREGATE B TO SEDIMENT TRAPPING DEVICE EXTENDCOURSE MUST FULL WIDTH ti AND ECRESS OPERATIONOF =al n •1••• •• •• •�M.•• •• •� • • •� •�;•� 3 WIN. FILTER CLOTH SECTION •J7• •�'i REINFORCED CONCRETE I'•'�"�'i1'i �'i�•ir.i�'t•O'• DRAIN SPACE SECTION 8-8 a 3 z ~o qz o a W QwoW N QLo I-z _ U_C7 NLLLJ0 N C� LL Z w A- O U 11 '��wo� ffZnn V 0 V �O\ V N o v J W � v O � � q q Q IL SCALE: C-20 , DRAWN BY: RAM pFK>JEC f NO. 000 DATE- 0 V 12101 SHEET.3 of 4 824 824 r7 Y 820 No 812 IDATUM ELEV 810.00 a 0+00 1+00 2+00 WATER LINE PROFILE 0 0 GRAPHIC SCALE 20 ' 107, 011, 1 INCH = 20 FT. HOR/Z, 1 INCH = 2 FT, VERT, 820 816 812 4" ' eR jA. A- in A d '4 ( A 4 e A F1 .A A. - • +. •e� 1 6` --- 4- This area may be concfese at the option of the contractor This curb is to be used when design speed is 40 MPH ur less on Rura highwoys and 45 tv1PH rr less In developed urban & suburban areas. )X)r Street approach same (Radius to be as pin surlocing as mointine shown on plans) "r? roadway CI (Radius to be as 1 Radial binotion shown on plans) L curb and gutter 1 ( St'd. CC-6) 4 I v 4 ,1K 6 " 0ptionalFiow Linr� E*pension nt �1 A _.-1 w Note: Width "B" 2'-0" or as IAa(nGne roadway shown on typicolseclion. PLAN VIEW The pottom of the cprb and gutter my be constructed parallel to the slope of sub surfo Ce courses provided p 'rtlelihum depth of 7" is motntaine d Note Comb cteb a gutter having a radius of 3()0 ar less (abro face of cub) shad be paid for as radlgl combination curb 8 gutter This dent moy be precast of cnsl :n plac4, Connre'e to be Clafs A3 if cost in piece, 4()QDPSI it precast. COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT Of TRANSPORTAI ION CC-11 9 6., Class A3 KE 5. �' e• b . e. _ — -- — — , Concrete tsx Expansion Joint JConstruct Grade chonges with o parabolic curve. SECTION C-C 10' Parabolic Curve Edge of Shoulder Optional Flow Line 8 / !don. Trt D ` K or Slope Change _ _ -' V Mainline Roodway — — — — ^- — -- — — — -- .. When St'd. CG-11 is used for entrances built N % !dart. in conjunction with VOOT projects, pteose Slope Change r �., 1 1 p note the following: X)I( Mainline pavement shailbe constructed 40'bfm, for Street Connection to the' R/W lire (except any subgrode stabilization required for mainline 20'Desirable for CommercialEnlr. pavement which con be omitted in S' ►Ain, the entrance.) SECTION A - A ® Raddcurb or combination curb and gutter shall not be constructed 4eyond the R/W fine except for replocernent purposes. . Guidelines for Grade Change D When used in conjunction with Standard CC-3 or CC-7, the curb face on this Standard is to be adjusted tq moten the Entronce Volume Desirable Irlax,�um mountable curb configuration. nigh (more than 1500 VPD) 0 / 3 / See Standard CG-12 for Curb Romp design to be used with this Standard. Medium (500-1500 VPO) 3 / 6 ! When the entrance rodiconnot accommodate Low (leas than 500 VPD} < 6 / 9 y the turningq requirements of anticipated heavy truck traffic consideration should be ivdn to increasing the depth of adjacent proposed lidewoik to 7 inches. XOptionolflow8ne may be used for entrances in cut sections. Optional flowlins may require warping of a portion of gutter to preclude ponding of water. REflDl METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT Or TRANSPORTAT04 203.08 D I - I spw.. are I* be ttrarldlid H isa NOTES �f sr Sfd aSa'.«I. 4 _M_.... T I .�7T� 3`Oid. rare Mk 14mwarxn aev>^ IHi w a. K' ter ghee., Gram 14? sto owd OI IA •� �—� T—_� �-_- 2x rr►. vino+. saac'mra on Ixcrrs !ne _sr 1 a a ee anap.e �g, T Cd!er lr ar.aMon'•.Irn S•a„aora V'bn IS -I Tl* c�xt at _. 4' depth AW .o I. H ~ ie 1 e6a•,►_Te.c. fw her^�C •^a pccl. ' at marreN, :ncwr�PCI to It I+ A (I A £ . ` t ' 4 8. .dQe i�'aOx+C n m be •ncWQed'n 1M eau td tdr Me Moe + a i .;• , I`4Y Itrs' e a 24'' ¢ tor+ con4feta IN N IM 4t r TMs 'Inn, mat M ogcov W Ces, place «. A Se St le ptore r-a�crere ro I. Uaex 3 ry pr•casr tee Sere, r03 t13 n* "tl oarWilm shown on We Stanstards and $boil •A on aw pane +ill a KZed rwn IM 1;+ 110"tr_V- _..— .• SECTION A -A rail ape IatM ap of rM Slewlve plan'H'darrMx•'m f ore owm"'e •r yr esr� -- 4 '* mans es eve ere or.,ro� d "I]"I]be dNa!,r,rv,d ed by by p+e w, Canlrac -------1'-�---.._----, nom limit PLAN 44 .e'Srwa Dares g aoNa. IY C CRET£ QtJANTITiES FOR MN PEPTN * nsrt of er ou1M Vpe 6 fmi has (Ghee. Rerrove0.t C C III a piped m alt .,W. a,f `ti QN 'rve hdlam ar rti stncthn, the n.an d nr srKxrr +M Weep '•al► ssM 12'y:2" plait '[ boanp.qe '0 gbu'ting tcrxe}fe to i>•everd V2"ca4c D.P. I.44OC4" cortr+rrt tot be sherd her, ceirwe nrorlar rc pehrn, swan it V4' mesh or pq!vs+2ea else* rrK, settllma+i 15 easIC.MW- 152e Cuf Co we nr oorrdsrg r rr,r 1 Ito to,xlue TM cost Mr mheavm rxe. die 0 03 v.cn, nunber 4 h •,eu. d dowel. p 2".4'wkh —y be �' coot moe - 'tV20 Cx Tdi :aheme rw� anaprq Val M eardeo p des tske t o rpr mes', hwo, CIe14 om:6ar rm'y p pu.' Soo, flowdord T at 3,4 24'1c:f. qpe' I I7 C,r Y 4tnpMe Ifie snucltte aver pWede of shuclvr. 0 46S C� Yds per addrr,an4, foot or 44PIM a SEC T'ON s EEL--j'SECTION CAST iRCn ... 1' 6 • NOTES t4�i 2�j: {.atJ 'j i L ro o t-3' N hTe ,..lase IT ig wdh career I I ! G { Any alw".* meMod■ d arti'orape, mee, g rho apfl at aM Erq,neer, may bs subshfoall hx er rasl iron f)cnael � � � lugs ae .horn nr/1an - W'ra I e3.6it. 156t.3 lbe Brace R'.be r { all conMc,ae / I t'C+d+9 .: hrc Wrp m calla . M'_} - rglrueexs tips iyy vSTFFc 1r C�AaSNT A �r 4'$r.A 5iyepr.'__» 4_i► carnnetWnf _ -_ I'� T�.li� I (CAST SECTION C-C SECTION 8 8APFfOxIMATE WEIGHT ow FOR Cor1 kfpN ONlrj "rote A63 ! Well DETAILS OF CQLLAR AND PRATE SPECIF K:ATION S_TANDARD DROP INLET REFERENCE - I2'- K PIPE YAXIMUM DEPTH (H)=19' 233 L\�IhRGiNiA DEPARTMENT 302 1 104.01 ES-2 pay t}ne L� ALTERNATE CONNECTION - --� PoT i.as { _ , -. ..-Connector 5lCi,Yt Dla :n,eg1M .0 �; , . I I toe plate to be punched to notch hates In Skirt kp. 3/B" gall bons l to be. furnished Length o' toe plate Is W1 10"for I2"to 30"die, pipe cM Vill22` Reinforcedfor 36' to 60' dIa. pipe dge Skirt Sect,bn for t2" to 30" die pule to be'rnade in one piece IShirt Section Skirt Sedign for 36"to 54" diet pipe racy oe mode from tvto sheets joined by r mt tt ny or boiling On centler line,60"tray be cansjlucted Ir 3 pieces. Connector Section, Corner Plate and Toe Plots to be some Sheet thicKriessas skirt, j End -sections and fittings are to be steel nr alunanirr. alloy nor use With like Wee j 1 _} 29'Approx .yy PLAN ware Flared End SECtgnS are rr�rN t �— to Ife ..sea wish inphan I ' 1 t' �Yt f ,i: "`�.,,(� Awox 21/z'I Slope r cod oared metal pipe. 1 end sections do not need i to be coatfsd or paved 1 - - 1 - - - TYPICAL CROSS-SECTION pyrE SHEET THIMSSs \ J OIA. A 8 H L r w I C iOe ' -�- .. t�. — Sty±•_,_.AL4M!M. B�.l. ._ r T ii' Tel 2"T �_ Plate , u" asi .....-.oea T e 6' ,24 :..064 ..�w060.«__- _io1Jm2" 4�38 24! 2106--- It222" _.SI"aQ24TPWte qisHi: M 9 9e o64 to6" ti6 2 69 ELEV TION j ---.4e' . a64I 105e 18 2754 4;p g..;�_,_36 T....--33t'87 FLARED ENP-SECTION FOR I2`6�" METAL PIPE CPLV�RT$ SREFERENCEN VIRGINIA DCPARTME47 Of TRANSPORTATiQN 102,0'L ALL FIXTI,IRES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE. 1" TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE. FACE OF CURB 8' GALVANIZED GROU ROD. BOND TO POL #3 STEEL REINFORCE TIES @ V-6" O.C. #4 STEEL REINFORCE BARS PLAN #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT TIES @ l'-6" O.C. LIGHT POLE LIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. l'-8" 0 CONCRETE BASE P.V.C. CONDUIT AT 2'-6" BELOW GRADE TO PANEL. vOTE: 4LL UNDERGROUND WIRING i0 BE IN NON-METALLIC CONDUIT f 1'-8" NOT TO SCALE LIGHT POLE FOUNDATION DETAIL m \GIN I J Y O _J Z --(D Q I.JZ� O N FW-- -t g W _Up"' (nl�ltZ o v n w 0� _ v � 0 O v W SCALE: N//1�1 DRAWN BY: RAY PROJECT NO. _ DATE: 1-17— 01 SHEET 4- OF 4 � 0 I - i 41 , I I � � I . I . � J . . �, I I � . . I � � I � I L� .1 L I __M I . - I - I I 1 ,7 L � 4 � I - i , L � , � I I � I A L_ I I I . I . I � I . I . � , � I .. 11 — . L ( ) 7R- � I I � ' CONSTRUCTIO � . �,� . P 1. The contractor shall furnish all materials, labor and equipment and oerform all work including restoration for the I I COMDleted intalldtion of the utility systems and all other IMDrovements shown or imDlied as necessary for the r . � . � completed facility ready for use. Unless otherwise noted, Tecifications for all work to be in accordance wth . . 1 7 . I 9___\ qp0licable Standards and, Construction Specifications of'The irginia Department of Transportation,, Virginia ' F_ 9--\ L_ - . p7ffiTf I I (Q Z 'Department of Health, Frederick County, and the contract documents. . , - V I F� I LM), 2. The engineer has attempted to .locate existing subsurface utilities; however, such may exist that are not shown. � 61) I ki I I N I The contrqctor shall exercise care in this work so, ' s- to ,avoid damage to any utilities. Any damage shall be th,�. * I M / I o . 6VI/ contractor s re,gonsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss I 'L � Utilit ` 1-800_ 7-7777� 1 1 1 0 Tf I'm I .. , I . 3. The contrdctor .shall, be responsible for at L IL construction stakeout. All dimensions, elevations and locations shoil � be- verified in the field by each contractor prior ,to beginning the work. The Engineer will approve Gil cut sheets. L . 4. Any unusual, subsurf6ce' 'conditions encountered during the course of the.work shall be immediately brought to I I the GtIenfioh 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, ,. I 1 6. Ali! rading for improvements to be confined to the project area. Any work pei-formea offsite is the 'Contractor' LS . L responslility.., I . I . . 7. Cutsheets shall be submitted to the Enpi�heer for approval prior to orde6tn, structures and start of construction. - -_ All cutsheets should show existing ground eevations at centerline of Utility, s ructure or road, and offset hub elevation. I FREDERICK COUNTY SANIT—ATION AUTHORI I 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally mekt . all requirements of the F'rederi County Sanitation Aut-horily., 2. 'ITie contractor shall coordinate with, and arrange for In!3peCrJoh by, the Authority. . I 1 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance . department is responsible for the installation of water meters through 2' in I , I size. Before a permonent,meter is set they require; . 1) the frame and cover be property origned with its meter box -and yoke bar; 2) the frame and cover be set to the final grade of the lot; 3) the distance between the top of 'the cover and the yoke bar be between 1� and 21 inches; and I I a, components of the meter box assembly to be in proper wbrking order. It is the ,deveioper's/contractor's responsibili�� to have the meter box assembly installed correctly. ' . � 5. For water and sewer services that connect to existing lines: I I a) The location of'the service lateral is to be coordinited with,the Authority's .engineering assistant. An application � I -for service most be ,made and fees poid before work wil begin. ) The Autho�ty shall, fuirnish 'and install all 5/8", 3 4" and I' water services, c For IL-1/2* and 2 services the Authority shall make the top and bring � I�a the 0 �, I or is to, furnish and install the meter voull assembly, Ine . ' p AUth Authiinly Will instolrthef rheter. d) The ority will install all sewer laterals. . .1 . , 6. When an existing water main is topped for the installation of a new line: , . a) The Authori� shall furnish all labor and materials to make the to�. b) The devel er/contractor must: (1) make .� o:pfiI , t e tap, (2) pay deposit (before work begins); (3) mar the location 7the tap; (4) make final payment . en the work is 6mplitiid. 7. The contracto� shall tie-in a new fine to 6 existing. manhole by core drilling the manhole. 8. Any water service tine must have a double check volye or RPZ bacliflow prevention assembly, as required, installed. . � The assembly shall meet ASSE standard NO, 1015 or 1,03. A remote readout is required. 9. All fire lines shall have a detector double che6k valve backflow prevention assembly or a RPZ backflow prevention assembly as required. the assembly shall meet, ASSE standard NO. 1,048 or 1047. A remote readout is required. I EROSION CONTROL . I . I I . A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from . I Frederick County. . 1 2. Tem orary and permanent erosion control structures and methods to be in accordance with the Virginia I Erosion �onlrol Guidelines and local ordinances and to be utilized during the construction period. � 3. All erosion control structur6 shown or as required during construction shall be continuously maintained . 0 throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed - . I � at the earliest possible date after establishing grade. No area is to reTain denuded for more than 7 calendar days I nstrction is not in progress. . 4. 'Contractor to clean up and restore disturbed areas immediately upon completion of pipe-loyir�g in theL affected . . I area. . I I � � . I . 5. All unpaved areas of the ,site which are disturbed' by this construction shall be provided with 4" topsoil, � - I I fertilized, seeded, compacted and mulched. Seed bed to be wate�ed and cared for as necessary to provide a good lawn quality gross co*r,- Areas not graded shall be disced, leveled and seeded to, achieve lawn conditions. I . . I I � . , . I , � . I FIRE & L RESCU � I . . � I ' ' I I 1; Burning of land clearing debris r L equires cr, permit from the County Fire MorsholL Burning of construction deb�s on site I I . . . is prohibited . � I . 2. Access for emergenc vehicles must be maintained at all times during construction. Temporary street signs must be posted as con2fuction begins. Contractor must ensure that parked vehicles do not impede access to fire I hydrants , Fire Hydrants are. 'not to ,be obstructed at any time. � � VI-RPINIA APARTMENT OF TRANSPORTATIO � I . � I 1, All work on this proj:ect�ghafl conform to the latest editions,of the Virginia Department of Transportation (VDOT) I R Scifications, and Standards, The Virginia Erosion and Sediment Control Regulations and'g other , state, federal or local regulations applicable, �ln the event of conflict between any of these s I I ications . or plans, the most stringent shall govern. 2. All construction shall comply w.i * th the latest U.S. Department of Labor Occupational Safety & Health Administration - , '' . and VOSH,,Rules & .Re' . .9ulations. 3. When working'on VD0T right-of-way, all traffic .control, wbether ermonent or temporary, shall be Lin accordance . I 3k M f A3; -fL MnT' 11 4 4: ;, I L7 T1, 11 1. ++ J I fl . 1. 11 I . w e Curren e an s wor area pro eu an mu uu . U e1111018, U I U IC UVI I 0 0��vl a MUS I � certified in accordance with VDOT's January, 1994 (or lqtest edition of) Rood & Bridge Specifications, Section+ * . 104,04-C. ;� . 4� The developer shall -'be responsible for relocating, at his expense, any and all utilities, including traffic si not Doles, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It -is the s ' ole r �, . �. the, developer to locate and identify utility facilities or items which may be in conflict with the l5ropo;ed con�truction activity. V+D,&T approval of these plans does not 'relieve the developer of this responsibility. � I I I . 5. Design features relatin I ,sto constructign or to regulation, control and safety of traffic ma ci� be, sub'ect to change . as deemed necessary Dy OT. Any additional expense incurred as a result or onytield revisl be' . responsibility of the developer, I r , I . 1 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. I ' 7. If required by the local VDOT Residency Office, 0'preconstruction conference must be arranged and held by the I engineer, and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT rior to initiation ofm work. � I Contractor shall notif( the local VDOT Residency Office when work is to begin or cease for any undetermined 11 length of time. VDOT wi! I I I hours notice for any inspection. I 1 9. The Contractor will be responsible for maintaining adequate ,access to the project from the adjacent public road- way throu h construction and maintenance of a construction entrance in�occordance with the Virginia Erosion & � I Sediment Ltrol Handbook, Sec 3.02. Furthermore, access to other properties affected by this pro . ect :shall b . maintained through construction. Jhe Developer shall have, within the limi�s ot the project, an emp�cyee I certified by. the Department of Conservation and Recreation in Erosion and Sediment Control who Shot[ inspect ero,sion and siltation control'devices and measures for proper installation and deficiencies immediately after ,each r6nfoll, at least daily during prolonged rainiall. 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. I I � I 1 � 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 of conflict points. 1.2. Any unusual subsurface conditions encountered during the course of con mmediately brought to . . I the attention of the engineer and VOOT. Work shall cease in that vicinity until an adequate design can be determined I by the engin6e( .and. approved by V.D�O.T. . I I + 13. All fill areas, borrow material and undercut areas shall be inspected, and approved by VDOT Inspector prior to placement of fill. Where CBR, kstinj is required, a V.D.O.T representative shall be present to ensure the sample obtained . is re eSentative of t,b,e ocation. When soil samples are submitted to private labratories for testing, the samples I , �, I sholl'b'e clearly identified and labeled as belon%ttn� to a proj . ect which will be accepted by V.D.O.T. and that testing � shall, be conducted according to applicable V. . . standards. � � I i4. All roodwo fill, base, subsurface material ondl backfill of utility/storm sewer trenches shall be-compocted in 6" . lifts to 95% ci� theoretical maximum density as determined by AA5HTO T-99 Method A, within plus or minus 2% of 1. optimum moisture for the, full width of any dedicated street ri�ht-of_:woy. At the direction of VDOT Inspector 1 I density tests performed by a qualified independent agency. sho be conducted as requi , red in the VDOT Road and . Bridge, Specifications. A copy of all tests shall be submitted to V06T prior to final VDOT approval. # 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where .1 I I determined necessary by VDOT Inspector. 1 16. The installation of any entrances and mailboxes within any dedicated street right-of�way shall meet VDOT I minimum design standards and is the developer's responsibility. . � 17. Prior to.acceptance by VDOT of any streets, any required street siqnaqe and/or pavement markings must be. installed I by the developer, or, at VDOT's discretion, by VDOT on +�an account reciiivable basis. Stop signs shall be thirty (30) inches toll � with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minhum I of four (4) feet from the ed�e of pavement. Sign posts shall be of a type found orf,V.D.O.T.'s approved list. A copy of this I , . � I r list may be obtained from the District Material 'Section. Contact the local V.D.O.T. residency office with any questions regarding � sgn material and placement. ,� 1 - The developer must provide to the local V.D.O.T. office a list of all 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 I . . ' ' 5 , . "I the work. Unito and total prices may be obscured.. . . I " � 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 Ro d and Bridge Specification�, d vrm-io. A- certified . + compaction technician shall perform these tests, A certified copy of the test results 'shall be provided to the Residency Office. In I � I . . . addition to checking storn depths, a V;D.O.T, representative shall be notified -and given thl opportunity to be present during the I � � construction and testing of the density control 'strip. . . � I + 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.01's Rood and Bridge Spceificotions � , I (Section 515). Density will be determined using density control strip as s'pecified 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 I I I addition to 'checking stoni depths, a V.D.Cr.T. representative shall ,be notified and given the ,opportunity to be present during the : . construction and Jesting of the density control, strip. . 1 21. Approval of these plans shall expire, three (3) years from the date, of the approval letter. I �� 22, CG-12 Curb Ramps (Persons with mobility imp"Grements), should be constructed at locations shown 'on the pion sheets, or as directed by the V.D.01 Engineer/ inspector. , . Ir I . . . p! � . I v I I I � I �� �� .. ..... I Nor", __ — _1 1111, — I a � _1 o � I I'll, I I I - M 11 . 1�, �, I h " _11-1i !� I 1.� , I �, - . 1, , I i I I I 111-1'� � 'A . . I 1. � � I , , a: "I I .. � 100=0q A-RW,h �_& . ,i " Y-1 I LD) (OE64 I I 9 (:p I C�11 " �A I I � . � -, , . I I I I Tn . (11"t, n AMN T, g A��M� F LtA 17� M I-) I 4V . . 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I 1 I - COVER SHEET . . -� . 2 . I I I 1 � SITE DEVELOPMENT PLAN - I I � 1 31 I I I GRADING, EROSION CONTROL & LANDSCAPING PLAN � . I I ; � � � MI'SCELLANEOUS DETAILS I I 4 -01 - . " r 4 1 _,��", - '%--I N ;&_1 �,, � , !I,, - , iNt. At 1"t PL, -N P . ,,, A I . ,,,, .ROVED I . . I ATER-d�??i0ex . . . . , I . , I I 1. I . . . . OWNER �_ . , ER , I . I ,V H cj - - , � � , , ,\- /C,,,�'_r' ,� r <1 1� - , -, � 4 1 DR. MARK ,DOERING . , _� III I I � I ; � I I � . . L0,0::,A7T10N MAP Z1 �-UUIH MUNN ST. T ''I I I I V� � - ALD k 01181,�OVSKY, �.' Z_ � NOa _00674 � I SCALE: I "= 2000' WI.NCHESTER, VIRGINIA 22601 WINCHESTER, VIRG,INIA 226,01 . Ej �_, . � � I I PH;.- 540-667-1266 PH,.-, 540-662-NK , '' I ��o _a_(,?_> 1 C911 ?" � �. /0 I I � G ' . JANUARY 17 2001 1 � 1, ONA, , i , � Ji . � � r . , ., . . ,* AQ a grilbert W., Cliff olrrd , & ".m8so- ICI -tot- tes, i n c . . , . I I � � I I � I � . . i .1 � I I . . I Pn ingmsm�ra a I a ne-4 Ph-- nndnkra a Q"r1,f,= ro � 0 1 I . . ' Approved by Frederick County Zoning Administrator Aw, X�J� . 1�72_ , r , ., — _.� / '7 - V/ — I Site Plan Approval Valid for -5 Years From Date Shown Hence Date 1� I I . I . . - I ti I I I 16A y W� � I I � 150-C OIde* Greenwich Dr. . 200 N�Iorth'Cameron St. ,- I � � I Fredericksburg, Virginia 22401 Winchester, Virginia 22601 . I . I I � PHONE: (540) 898-2115 � PHONIE,: (540) 667-2139 ' I 11 � . I FAX: -(540) 898-12115 FAX. (540) 665-0493 . I - . I . � � � I I I . � . . . . - r � : i 1: I � I q . I . I - � � I � - - - ____ - I I . � . � I I � � I I - , I'', I L I . .1 � . . I I - ." I I I I I � . - ___ I - - I _____ -M, 11 - � I 11 . . � 1, , I I I . - I I � I . � � 1 � . I I . I I I � I . I � - � . � . I I � I I I - . . I � I I I -, .1 I � I I I I I - - . - - ___ . - __ I I I . - - - --- - . - ____ I � . 1-1 - - __ - - _-, � - t - I - - - - � � I . I � 1 � � I , - I I � J:_ , � � I � � I _1 I I I I , I , � , I I I I � I � I � I , I ! . � I I � I I M"ECEIVED' 1 � , , I 1� I .. MAR 0 7 2001 7 � � I ' I r DEPT. OF PLANNING/DEVELOPMENT , I 0 1 . � % Proiect Number ... . n r .'1 a{re 9. a �iiife 5lw, I ! t of w r �, Z y ,fl U �i `CY- I W Epp i ; v CN Z D LLJLj_j 3p i O Opp ;; } QI cc , Li r__,lLLJ .1. � Q' t, l.> OX RIDGE LANE t v � an t1) L- :D Li-iW 2 Z W z V) ii N � CW1)µ V C) -a ; STIR�': 3 - ES- t F INV,, OUT =817!75 , ,r Q G d t X ; } , a i dICYLai _j Z I \ LY] C3 Cn w Uj :2; i a Q W�Cn a W o Q �co Cw Q�� o LC� z Ld w Z m CND. L1 I cn - :--D INACTIVE 05j J--._--- / BUFFER 10, c.t C� Q 00 0 L0 R 1 -8" TAPPING SLEEVE °" AND VALVE BY FCSA o ~ 7 � w� p I:818.24 ECEV n _ 1 PIN 2' 3 de Said (Id49 , 3R s� SSE NFL p43C1 �� `- o 1 L8" 22 1 /2' EL. ¢20 fk. c A�ACTIV� BUFFER f f (AppR kMt WPP ` \ .; SAS INN �_. 108.54' .,. PROPOSED 'ANCHORE / I CONCRETE WHEEL STOPS ' REQUIRED IN PH E 1 ° 43 ' � 8 /19 FFI D CF - , LIGHT POLE,Ss,� ,/'4 3 BEHIND CURB j } OF 2) 9.00' i END PHASE ON V,s..._______-. ° ° CURB AND GUTTERA- mum mmmr-7awlr-� a c '20.00' ° `o 1 C 3 -2. Q o'----a 2.O o'- 2 0.00' 2 0.00 ..,► 2 2.00' a 1 f STR #2 DI-1 _ QQp .009 i d NiC t BU-FER i RIM=817.10 U _ /\, `• 1 / 814.95 ° `_ END PHASE ONE C C6 ~ o ' CURB AND GUTTER d W iCD c PROPOSED 31 cl �I s WATER METER c� p pi v ST 11- DI-1 RIM =817.00 'vi I-•J Q I = a W � -� tN V OUT -813 to �`' SUPPORT POLE AND PEDESTAL DURING CONSTRUCTION i PROPOSED SEWER LATERAL i LOCATION AND ELEVATION R sUe SHALL PROVIDE SERVICE TO FUTURE BUILDING. PROPOSED ELEC AND TELE ` UNDERGROUND SERVICE - PROVISIONS SHALL BE MADE, 11 TO SERVE FUTURE BUILDING py fler I :. . ` u] W I WPP z w 10.33' �- x W -_ PROPOSED HANDICAPPED PARKING ACCESSIBILITY SIGNAGE MOUNTED ON BUILDING WALL / DRAINAGE EASEMENT PARCEL STORM WATER MANAGEMENT POND r ;z a, a W W rn - PIN 53D-3--5 N /F BENHAM & ANDERSON CD ZONED: B2 } - PROPOSED ANCHORED_. e., , o c, USE: RETAIL... INV. IN=813.20 CONCRETE WHEEL STOPS 4OQ- �'; I , `Ecw�,s. PROVIDE 15 CMF j REQUIRED IN PHASE 1 ; I i'� coNc. PAo I STUB AS SHOWN a Ckf 12 x 6 CANOPY PROPOSED GAS SERVICE RAP ° 0.67' DC,INN ` _ C71R_ � di RC. �..AN i 7 1 c. I i 3I 20' WATER I EASEMENT 1 -8" GATE VALVE PROVIDE PHYSICAL BARRIER TO 1 -F.H. ASSY 'N/BOLLARDS I PREVENT ACCESS TO ADJOINING 2 JTS 8" PVC SDR 21 LOT PRIOR TO ITS DEVELOPMENT 1 --8" PLUG I ATYPICAL OF TWO REQUIRED) : 25 ' ACTIVE_ BUFFER PHASE 2 PA VDOT CG-6 REVERSE GUTTER A =_VLI - - i CORE DRILL AND • �. GROUT WATERTIGHT N BO'IF'I I e1 w 200. 00 ° .EXISTING..._..-.�..�..-._...�._....._.�..___.....�.� \-PROPO ED DRAINAGE AND } ! k BUILDING UTILITY EASEMENT c7 �, RELOCATE GAS SERVICE\ Y AS NECESSARY COORDIN TE I PIN 53D-3-5 <r a WITH UTILITY AND USER. N/F BENHAM & ,ANDERSON w W � � I ZONED:LU a s PIN 53D-3-7 t I USI a a N/F ' I \10' DRAINAGE ESM'T BENHAM & ANDERSON ZONED: B2 USE: VACANT PROVIDE VDOT CG-12 ACCESSIBLE RAMPS 4 9)74ply Ac SO4L F AS DIRECTED BY VDOT INSPECTOR IN FIELD 20 10 0 20 40 ( IN FEET 1 inch = 20 ft. CONC. WHEEL STOP % REQ'D IN PHASE ONE --15' CULVERT SECTION THRU PARKING LOT NOT TO SCALE 62 ` - SIDEWALK VDOT CG-6 --; REVERSE GUTTER 2" SM 2A 6' 21 B a SEEDING NOTES: Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in, topsoil and be seeded as follows: 200 lbs Tall Fescue per ac. 12 lb, Annual Ryye per oc 1000 lbs. 10-20-20 Fertilizer per oc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Tempos?ry Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at finol grade shall be as follows: 60 lbs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. (Ocfober through April) 450 tons 10-2 -20 Fertilizer per oc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. THE 0WNER/DEVE1 OPER /16 RE,ES TO , DED.ICA TD OP TO 12 FEET OF ADDITIONAL RIGHT -OF -WA)' SHOULD VDOT DETERMINE THAT SUCH IS NEC ESSAR ,�' TO IMPL EI'v1E_N; FLITLIRE ROAD WIDENING PROJECTS ASSOCIATED WITI-1 REVEL OPMEPI T OF A0,101NING PARCELS. THE FOX DRIVE WIDENING SHOWN IS THAT PROPOSED BY FOODLION AND AS SHOWN ON A PLAN PREPARED BY GREENWA Y ENGINEERING, DATED 2/8/99. IT NOPY APPEARS THA T ' CONSTRUCTION MAY' OCCUR THIS SPRING. a i PROJECT SUMMARY TAX IDENTIFICATION NUMBER 53D-3-6 m �i TOTAL PARCEL AREA 35,710 1 S.F. ¢ "� ' C�� � � � ZONING B2 ADDRESS r FOX DRIVE CURRENT USE VACANT o PROPOSED USE MEDICAL OFFICE EXISTING LOT AREA 35,710 S.F. l� DEVELOPED LOT AREA 35,71GOES SETBACKS REQUIRED PROVIDED FRONT 35' 108.5' z SIDE - 10' co REAR - 10.33 BUILDING HEIGHT 35' (MAX.) 19' r, TOTAL FLOOR AREA 5,360 SQ. FT. j w LOT AREA. DISTURBED 0.98 ACRES FAR ALLOWED 1.0 o FAR PROVIDED 0.15 > I °- MINIMUM LANDSCAPED AREA 15% 5,357 S.F. a 3 a a LANDSCAPED AREA PROVIDED 13,613 M. FT. C� c) c) C�Uj PARKING R IR D PROVIDE w w ,,, Li PHASE 1 PHASE 2 PHASE 1 PHASE 2 Of Cr w Cr OFFICE (1 SPACE/250 SQ. FT.) 7.7 13.7 18 21 lu o 0 0 < .- IRED TOTAL SPACES REQU21.5 N Ln CV na C`4 n TOTAL SPACES PROVIDED 39 HANDICAP SPACES 2 4 4 0 LOADING SPACES 0 0 0 0 a6gill PARKING LANDSCAPING V 5 Fj' PARKING LOT PERIMETER 450 FT. •a PERIMETER TREES REQUIRED 11025 (01 /40 FT.) ap PERIMETER TREES PROVIDED 12 INTERIOR TREES REQUIRED 4 01 10 SP.) INTERIOR TREES PROVIDED 4 C� w TOTAL TREES REQUIRED 15,25 aQ TOTAL TREES PROVIDED 16 o�d PARKING LOT LANDSCAPING REQ'D, 775 SQ. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 965 SQ. FT. NOTES: 1. All SIGNS INSTALLED ON THE PROPERTY W U_ COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. ,� J 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND Al 17.1-92. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL '" °4 FEATURES EXIST. � 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 3 � 6. ALL UTILITIES TO BE PLACED UNDERGROUND ^ 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. •.� 8. HANDICAPPED ACCESS SHALT. MEET ANSI 117.1 SECTION 4.1 �bA LL 9. SIGNS- SHALL BE LOCATED 3 FT, FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35', MAX. SIGN AREA= '100 S.F. G I q NEW BULL OING SHALL COMPLY WITH VIRGIN44 , � � o UN/FDRM 5'7-ATE W/DE B/ h/ n/TUG CODE, AND SECTIDNS `� 3 �„ 251 _ _ 12 a 18' - 304, USE _6(BUSINESS AND 311, USE S (STORAGE �- ��°, L �r " ta,, w OF THE 80Ci4 NATICNAL 8U/LD11VG CODEII996. OTHER CODE THAT APPLIES 15 CABO A 117. 1092,z FOX DRI VE ACCESSIBLE AND USABLE BUILDING AND FACILITIES. a 6 r Uj a MATCH EXISTING PAVEMENT PHASE 2 PARKING AREA TO 6E GRADED TO SUB -GRADE Im �` PROVIDE SAWCUT EDGE -1ON_s, TOPSOILED AND SEEDED /N PHASE 1. � 5EE 1' 0 EL EWW � G N E/S 16). PHASE 2 PAVEMENT AND CC-6' TO SE c�) ; _ _ - - INSTALLED COINCIDENT WITH ANY SUIL DING EXPANSION - - VDOT CG-6 -_ NO DOMPSTER PROD/RED TRASh' REMO�AI Q l�l.�dlMO r E��S�1ty(, PPS j - SHALL BE BY PRIMATE CLEANING SERVICE. FLA.Z"r. - u. -• �---' -" ALL PARKING SHALL COMPLY' WITH THE SOCA C� NATIONAL BUILDING CODE SECTION 1105. 3 1 1 /2 SM 12.5A - UD-4 `_ 3" BM 25.0 �".�--- , �- 8" 21B 2„ SECTION A -- SECTION AT PROPOSED COMMERCIAL ENTRANCE .PLANTING �5CHE'DULE BOTANICAL COAACN NAME SIZE (AT TIME OF PLA/v7'11W) SPAC'IvG OZMAT17Y ACER RUBRUM REDAMPLE 2 " CAL. ® 6' HIGH AS SHOWN 8 ICY OUERCUS PALUSTR/S I P/N OAK 2' CAL. ® 6' HIGH AS SHOWN 8 - LEYLAND CYR£.SS 4' MIN. HEIGHT 4.0' ON CENTER 5 FORSYTHIA 4' MIN. HEIGHT 9.5' ON CENTER 11 ti THUYA AC.CIDENTAL/S ARBORI/1TAL 4' HEIGHT -T.5' O.N CENTER 18 TOT& 9CF0 LENGTH - 105 F1. CATEGORY "B" ZONING BUFFER VR 1ABSCAPE SCREENING (AM CM (OIIE.)- 4 FT. NK HO Wj (FOf�YIFIA - 4 FT. f f:YtA►4D CYPRESS (OBE.) ARWAE (9) FORSYTHIA (5) 0LANO CYPRESS (OAE) 4 P. O.C. (2 EA) -, 4' HIGH, 3.0 O.C. 4 FT. 0.0 (2 EA.' 9.5' 1C. 0 (D err ,r NOT TO SCALE HOM NO ARE 9 PL)" a� PHASE I and If TRIP GENERATION rTE, 6TM EDMON ESTIMATES _ W THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 194 T.P.D. USE CODE- 720 PROPOSED CONCRETE ° PROPOSED ROW PAVEMENT (8' 218, 3' BM-25, 1 .5- SM-12.5D) PROPOSED % SITE PAVEMENT (C° 30-D, 2' SM-2A) L VWry PEDESTA-S FT EXISTING STORM DRAINAGE A SRUCTURE- PROPOSED STORM DRAPWA & STRUCTURE El PROPOSED WATER MAN an-w- w W EXI5tMIG WATER MA►N _ _ , fU .. ._ _._ . PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX -- -•--t W «• PROPOSED CURB & GUTTER PROPOSED CURB W/REV GUfU SLOPE PROPOSED FIR:LANE EX17W W. SEWER AND MANHOLE - PROPOSED UNDER( ELECTRIC SERVICE ---i ELEc 1 PROPOSED UNDFRCIMO TELEP4IONE SWICE ---I TEU ---- PROPOSSED GAS SERVICE ----GAS►--•- PROPO`,ED LIGHT FIXTURE (SEE DETAIL ON SHEET 4) j W Q � v � W SCALE: 1 "-20' DRAWN 9'Y- RAM PROJECT NO. _ 000 DA-M: _ 6)V7210I SHEET 2 OF 4 0 w CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STARS. 2. EXCAVATE A 4"X 4' TRENCH UPSLOPE ALONE; THE LINE OF STASES. elk". Jill CD ?LOY r 3. STAPLE FIIM MATERIAL \ € TO STASES AND ZXTEND IT INTO THE TRENCH, f f.. ad i t ��` Alai► S if SHEET FIAX INSTALLATION 0? i (PERSPECTIVE VIM 4. BACKr1LL AND COMPACT THE EXCAVATED SOIL iV I .1. Irl i 0.251 � 9 p �T C=81 W9.9 t (q p o�yk LIKA1NA(iLWAY IN'& (FRONT ELEV, ti O w - '-L.Q = 819. 70 `` `' soo>rt� MOW kft at sir: ma hb& Mw lea �, FF \ ti .. r gaol ad !toot T C=818.75 %y 1 E T C= 819.2 M£0/�q 19, ti. 00H C ' L Q ;T C 81T9 9 LL_ '. C=818. <171 T I LIJ �r # CDI - T C=818,65 w T S 3 - ES-2 p INVJ UT =817,75 / � 1 t � , Q ' o ! s X a i { a 1- I z: L c Q CL X LLJ o T C= 20, Z Q ;T /C 818.75 T C= 817.60 82 ,7 - ,. cn i X Q T C-819.40 C3- T C=81 __ __.. _ __ _.._ o 1 I J-ST- DI-1 R C-817.75 RIM = 817.10 Y .1, t T C=818.90 t i•r -_. T C=819,50IT C=8.7.80; T C 18.20 �n t t SF F\ •--__-___--- STIR #1 DID ._.._ __ __..._,_ _.�__ b .___-._._._ \ I RIM =8i 7.00 N 40 # '� T C=8 8. PAD L I a w w$Z T C=819:50 T C=817.50 , ,� • T C=818. 5 I T C- 8. # _ - , C=885 C=817.8� 0P c I . ' ----mow_; ! i { M .x " N 1 y t \� 819.50X 819.00 x 817, 7'5 { i I i EXISTING Li i I I BUILDING 820 818,50 X T C=819.00 T C=818.30 T C=818.00 T C=818.35 U � x 1 I I 10' DRAINAGE ESM'T I LEGEND EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB & GUTTER DRAINAGE FLOW EXISTING GRADE - - PROPOSED GRADE DSO PROPOSED EASEMENT AREA PROPOSED SILT FENCE SF CONSTRUCTION ENTRANCE RIP RAP CHANNEL LINING SILT FENCE INLET PROTECTION / Prune co&m:nant leaders --� „ DO NOT prune terminal leader or branch tips Prune rubbing or ` f cross branches J Prune narrow crotch ongles DO NOT stake or wrap and water spouts trunk unless necessary Prune broken branches Remave all togs and labels �- Prune sucker. Cut away all balling ropes - 2' 3' mulch kept away from trunk Sa-d Remove top of we basket • well to contain water ✓�, UNAI10 ED bacldill soil Wden and score hole wog Partially baddill, water to settle soil, finish bockfilling Remove container and cut circling Leave solid sal pedestal - do for water drainage roots if container -grown, ar as much not dig deeper thaq bog depth burlap as possible if field grown Dig hole 2-3 times root ball width PLANTER DETAIL iro sc(. CAREFULL Y COYPACTED SELECT RACKF/LL VE AcvREGATE STANDARD - NOT TO SCALE TRENCHING AND BEDDING DETAIL 11PONPS A SHOULD BE HIGHER THAN POINT' B. DW Ira &0" rnrust Dfocx i 'RAVEL DROP I r WIRE SCREEN CONCRETE BLOCY GRAVEL* FILTER WINE SCREIEN yea• �i ►�•.�: 11 a!F"I�t �e•aftf/l FILTERED OVERFLO RuNOF ., WATER WITH SEDIMENT SPECIFIC APPLICATION TMS �`j• r! A► 1 •� « r rlmr�urn" w u. =r =11111111111IIII �i METHOD. HEAVY FLOWS ARE EXPECTED A14DWHEREOVERFLOW CAPACITYEXCESSIVE PONDING AROUND THE STRUCTURE, . • #5 COARSE RICE VA. DSWC 6" dia. schedule 40 I steel pipe filled wit 3' concrete and pointed yellow 7 18" dia. concrete - encasement _ BOLLARD DETAIL direction of setting to be approved prior to installation as requirea 2' min. - 6" max. stone to be minimum of 6" above top of ba concrete pad C-6' sq. x 6" deep FIRE HYDRANT ASSEMBLY Figure 9 screw type adjustable valve box J//- locator peg mechanical joint swivel tee with 6" branch SILT FENCE CULVERT INLET PROTECTION DISTANCE is 6 MINIJAUM IF FLOW Flow IS TOWARD EMBANKMENT OPTIONAL STONE, COMBINA TION I -a• 1.5' FLOW "VDOT #3, 1357. #5, 056 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED PLATE 3.07-3 SOURCE: ADAPTED from YDOT Standard Shoes and Va. DSWC CLASS I RIPRAP PLATE. 3.0 METE1ti BOX and COVER METER BOX (See Note) METER BOX COVER 18 in. Dia- Non -Traffic M32C-PW Traffic A32HH - T 24 in. Dia Non -Troffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Note: 1 /2" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4" with op 6 pointed us meter cover set 2" above -� fin. grade prior t8„ varies as required to sodding _L corporation 18"-21" meter F.C.S. stop 3" stone bedding �, meter box surrounding box ; ongll (check valve 36"mint with drain valve 45' 8 Amin. f' `abnd�IevoHe U ��•��111 type K copper tubing, continuous water Without J)oints from main to meter main METER SETTING PARTS line size meter size yoke angle yoke ball valve angle check valve expansion wheel 3/4 5/8%3/4 Y502 BA94--223W HHCA94-323TD-G EC-23 6" stone bedding 2 ft. transition to meter setting as required curb & gutter Street _ 1' 3/4" Y504 BA94-344W HHCA94-.323TD-G EC-23 1' 1• Y504 BA94-444W HFlCA94-444TD-G EC-4 M INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to Installation. 2. Water service crossing street shall be encased in 2" dia. SCH40 PVC or M SDR21 piping. The piping shall run from 3/4" type K one foot beyond sidewalk, across the copper for ¢ 4 to back of sidewalk 1 " type30 Y K y a a vcopper N street, to one foot beyond sidewalk. single meter installation 1 "x3/4" Wye DUAL METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 I i • • ♦.• ♦ 4 �.a.\.\ F1 Name IM4 IF •., ,,I • ;i ^•� I:IIn lull •JAM9 •• •� •• •• •• •� •• •� •• ••:•.• ••.�. • A .• • Y O _J W O O W Ln r N 4 Z ��W 4 o Li , v �a WOO �C W o c� O 4 V O � q � o W SCALE. 1 '=20' DRAWN BY: RAM PROJECT NO. 000 DATE: 0 ylz2 01 SHEET 3 of 4 824 824 8`)C 816 8121 DATUM ELEV 810.00 Lr Oc 0+00 1+00 2+00 WATER LINE PROFILE 820 we 812 S 0 GRAPHIC SCALE �0 70' 0, 20' 4r� 1 INCH = 20 fT. HOR/Z 1 INCH = 2 FT. IVERT. �4 iR 46 I •• A -- ,A - �A. A A I A. A _ _ A . M A A A.. A .A - , A� A� _ —� The bottom of the cprb and --- gutter may by constructed parollpl to the slope of sub - 2'-0' surface courses provided p 6 - - minitpum depth of 7" is This oleo May be conCfete • maintained of the opt,on of the contractor This curb is to be used when design speed is 40 MPH or less Lin Rurai highwoy9 Ono 45 MPH or less in devalobed urbpn 8t suburtion areas. ! Note Comb tiro Eft gutter having a fodtus of 300a( less (oloryg hxe of Curb) shag be paid for as radial combination curb 8 gutter This dam troy be precast of cost n place. Confrere to be Clo fs A3 if cost in piore, 4000PSI if precosj. :f:gwcE� COMBINATION 6" CURB & GUTTER 6�2 VIRGINiA DEPARTMENT 6 TRANSPORTATION XX Street approach some (Radius to be as m A "h surfacing 09 ainline ;hewn on plans) i roadway C (Rodius to be as Rodid him tion shown on peons! curb and gutter t St'd. CG-6) 4 B I Vf 0 1K Optional Flow Line 6,• Expansion nt " It A I.J� i Nole: Width "8" 2'-0" or as shown on typicolsection. Iloinline roadway PLAN VIEW ClassAJ M.ES. t;.'•1j• .p• ---- _`—+ Concrete D • e'' Expansion Joint ! 1J Construct Grade changes with o porobofie curve. SECTION C-C 10' Poroboic Curve Edge of Shoulder 8 WX. 1' b D or Optional Flow Lina& Slope Change s- Moinine Roadway — -" - — -'- "- — — — --- — — -- -- — _ _ _ When St'd, CC-11 Is Wed for entrances built 8 X wax_ in conjunction with VDOT projects, please Slope Change r ., note the following- D T)K Mainline pavement shollbe constructed 40'Min, for Street Connection to the' R/W lire (except any subgrode stabilization required for mornlire 20' Desirable for Connr»erdd£ntr. pavement which cqn be omitted in 5 Min. the entrance.) SECTION A - A ® Rodlalcurb or combination curb and gutter shall not be constructed beyond the R/W fine except for replocbrnent purposes. Guidelines for Grade Change D when used in conjunction with Standard CC-3 or CC-7, the curb face on this Standard is to be adjusted tq match the Entrance Volume Desirable maximum mountable curb configuration. sigh (more than 1500 VPD) 0 7 3 / See Standard CG-12 for Curb Romp design to be used with thia Standard. Medium (500-1500 VPD) a 3/. e 6/. When the entrance radii cannot occorrimodote Low fleas than 50t} VPD} e 6 % " tl the twining requirements of anticipated heavy l k t ► ' 'd Id rura ic• cons) era ton show a g c w en to increasing the depth of adjacent proposed side" to 7 inches. X(JptionolflowBne moy be used for entronees in cut sections. Optional flowline may require warping of a portion of gutter to preck✓de ponding of water. K�� METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION z05.08 8-6 201.03 DI - I J Slsr+e are '-be va I0 l WW H u 0'ar greav , 2 NOTES for aetdis ee► 5,4 ST-I. -r., . dep,n I")p W ,a' Fa Qreery dep.h urf 3"Do. weep hale01 to.. :6� wt.r fpe<tNa mphrrs raw ,mt.t :s w,r.ef+nwc . Canar' it ac OMan�e r m 5•orWnd °fin 15 I Tie cost of 1 ry • t 1 H gibe Ie Te ar (r+rnra and Poc,ne air Wirral, nGderr:al to tt IJ on" n t be Mil iifid m the r~,a M !Cr !Fe dap �. 1 iY'ri f N"a 2e'. a 'rIl,► A+s•, camrylela Th,a item may be prrcast or cost '.n place ZJ Ali ax• m plain roncrNr +a be Cl, A3 Far preoUsl SQ. Sheet IO3.03 . _. _. ,._._.... I n`* "Flax 5i0n strain on tr S!arxlads M!J f,wpi{red e .. an the,wrs -41 pi-'*eCsured ''am IM :Mrl U/ tit! C'.I - SECTION A -A Ialrpa a1M sup o! ne s Nctve wan `M "dt rneon; •-+�1 9+" -YY'� 9} are "Wit nxy"e •Ty" ev,_*w q oaW", a -rgil Rile �"_.._... a ins. 11 De dew"'..a Drl y the C araclai Mon fr PLAN e e .!"spawn Oowea g ao4•o+ ` Ct CHFTE /ANTITIES FOR httN DEPTH h M !e f line nwi of ve Wild 0 a fyw tat I Mole Reiytored) C. C M be aweed n wt crgn adlarerd roe Rxtan'ol tM nr�c!ve. ttw nyrt d psi srxcrtre `Weep t,o:/ wM 1?yx'2 pia c naow e N aWrleg fLMlr21b tD prewrt 12 .aqc pp. .. 440C, 1" co,"'Ir trtdl Do shoed Mh diatom m" w orva,* serdrN Claw V4• mesh or galeorsieea+Nil ri^� ie N,rrMM li. cr.fc pipe - i 529 Cu 7aq can rote rr Vandnp or rwr 4 the sl,wl ie TM coil lu rn>^<rmum rrr Jrd C 03 1 .11, nvnort A h'.eu of Qweb p 2"4'ro" may M 19 co'% woe - 2 Cf Td1't Con:rete rrfwnrt V Wfg "I be M%.W r, Ins pace ba for meal „ir'ftane ctn1� a.,chare hr,elY ill {roar d Sre 9,ndord T 31 3, 4 24 fart! eipe 4I T Cur cancrNe f slru[71fe. puls,de ar sin-,mm ,^ 0 469 Ci roe. per eddittonti foal or eeph 9EC >» STEEI-- SECTION CAST ROh * 1 - 2' S" -_ •ys, NOTES L2 e 2 • t .._._. j 3•._ - N Q i . (7»AMae wd _ - I, # � i i "of raft (e(iN/ _ .}.. I Any a,!e. no -it mottos of antho,,;", C I jl C me 9 the approym of the f:nq,nev. � } mc y be wW.0,100 /Or me cast irdr t ('. .`� rues m morn nt♦ecn. *pit 4$AIDS t31bs ^ &qae Rrh. rl at connic!vi JI /Vl,dngincudig i (� i1 . r STEEt w CAST 4'4 tRONxt}a4' x..e5neon caI _ vrcmrf.__ I I I s� fit- i al- 714 ((INWN�SIONS SECTION C-C A��r�p,t�XIMATE %EIGHT SECTION 8-8 pO'I'ON ONIXT —✓/ Hra!i 363 s IA ne DETAILS OF CQLLAR AND PIRATE SPECIF ICATION S.TAN, DARD DROP INLET REFERtNOF 12 �- 24 PIPE MAXIMUM DEPTH (H) t 19' 2" iNtA EPARTMENT 302 1046I TRANSP6RTATION Pay Une ALTERNATE CgNNECTIO►1 .__�--- 1 . .. _ Diu — 1 ...Connector 5lctun (ore �e C t or., plate to he puricrted to match holes in skirt hp. 3/8" goN bolls to be fur rished Lengtn ol toe plate $ Wi !O"for 12.0 30"die. pipe con W t 22" Reinforced for 36' to 60' a4o pipe. Edge Skirt Section foil 12" to 30' die Mier to be mode in one piece Skin Section Skin Secti4n10r %'to 54"An pipe mcy be myAt from twa sheets lamed by !+eat ing or boiling on confer Itne.60"may be constructed in 3 pieces. i Connector Section, Corner Plate and Toe Ptah 10be some sheei Micknessos skirt. End-sectons and fittings are to be steal or alunxnum alloy for use wit, like pipe. PLAN Where Flored End Sections are �.-.._ .� to ld with asphalt " / Approx 2 Yz-I Slope cop ts Grx1 Pave rrtatal Wipe. I I i "� _- end 'sections do not to b coated or paved I � c*Tl" I �� It t t, I t, r i I il• - -}-- �. TYPICAL CROSS-SECTION SHEET TWKKSS _ p0. A 8 LI-Tot rA,jMINUM I 1 I" T�1. Me1y_ !:T fi' T L� Prole • -- "'--- - 0066444r 6000" _.._686ee 2311T" Se 2"T 4'o6o 6 2030` 24Y_ i TQe Plate,21r O o60 tO` t2' i 24" Os 1 06p_r +O 13 fi ♦ f8 74 -.._ ..*. ., a .._.. r ._..e,. ..,t. � toles on t2` Centers -Max _-_ 36" M --- y , -'19e� ...16 ++ _. - �._.._... �. _._..__.._� 06e` .ar3 ..9• --t ..� � . I05� 16 t t I 69 M 36 ELEVaTtON e y.. .. c " s _.x a .. (' 4C .06Ai t05 le Y7 t2 fa t1Q 2 54 06 4, a� 106 t8 3 12 91 to ae• w 1.__ _ __._ } 60 iIQ9,,,.y , 33�. _ l2. .6: 114.• ---. TIoN FLARED ENP-SECTION FOR 1214- 60" METAL PIPE CuLV�RTS sREFC'PeN,r: ViRGINtA OEPARTMCNT i '302 aI 102 02 7RANSPORTAT10N ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE. 1" TOOLED EDGES — HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE. FACE OF I-- 3'-0" CURB I GRADE — 8' GALVANIZED GROUND --- ROD. BOND TO POLE. #3 STEEL REINFORCEMENT — TIES ® 1'-6" O.C. '#4 STEEL REINFORCEMENT — BARS PLAN #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT TIES @ V-6" O.C. LIGHT POLE LIGHT POLE BASE WITH COVER PLATE `O III III _F II IL I ( IIT 111 �1 NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S TTT RECOMMENDATION. 1'-8" 0 CONCRETE BASE II .I I = .) IIIIITII 1 P.V.C. CONDUIT AT 2'-6e BELOW GRADE TO PANEL. _ T_ I I� NOTE: ALL UNDERGROUND WIRING I l._ -L II ' TO BE IN NON-METALLIC CONDUIT tTl= NOT TO SCALE LIGHT PQLE FOUNDATION DETAIL } m F- L S O 00 c C 2 o pwoco >LLW A -Y J _ t O 0 't 0 O (w az� - = r UO \ V)W0 NN -Z Li o U 'V _h! 00 _ ~ w O � O v Q �L. SCALE: I/� DRAWN BY: RAM PROJECT NO. DATE: 1- 17- 01 SHEET 4 of-4 1 • s 9 /, 1 -8 TAPPING SLEEVE R AND VALVE BY FCSA l P NAIL _818 24 r" a ELE� n- r.,� WAiE.R �t (/) F-- i `f NYUR ANT 0 -, SFwFR G� y EMM N/F q Q ..Q , z� D&3gRT i 0 & _ x - �0 3 S <I z o o _' �'. 1 SSA, T (oe AR �N '� U ZONEQ pC �N lNC a ¢ ' Z ` ' u� a �� l ACgN Cx o 1 �-8 22 1 /2' EL. 30 SUPPORT POLE AND PEDESTAL cv I q�-` ��<'�j. DURING CONSTRUCTION Q� Q + PROPOSED SEWER LATERAL ACTIV BUFFER i -.---1- LOCATION AND ELEVATION SHALL PROVIDE SERVICE } WPP i �gpp114 TO FUTURE BUILDING. � - - +- 108. 54'--- ----- - �� r� _ :.. PROPOSED ANCHOREDDDD 1 ^� CONCRETE WHEEL STOPS 0 _ � �' --~` REQUIRED IN PH E 1 0 32? � � 1R PROPOSED ELEC AND TELL , FOX RIDGE LANE, m "' UNDERGROUND SERVICE z c� v -� ' N / IDI-14Se i \ OFFI�,� PROVISIONS SHALL BE MADEI o _, - z F �� II TO SERVE FUTURE BUILDING WI 1 in 7 z ww o /,-:- �. �__ ;.,� �. LIGHT POLE,\SEA\ s• 90 44 a �- LJ o �' . ` s� 3' BEHIND CURB er o N w a o I OF 2) i/ I �wPP wPP (n - W II 00' �J I \ --1g CDt s �W�, .E ' � END PHASE ON �'�, 10.3 _ CURB AND GUTTER' STIR#3 ES-2 �, s I PROPOSED HANDICAPPED -�- r CG�1 ; � I INV OUT=817.`75, - - C3 - (T ) "' PARKING ACCESSIBILITY SIGNAGE / - MOUNTED ON BUILDING WALL 1 -20(.00' --22.00'- - 20.00' 20.00' 22.00 -� I (TYP. OF 4 PLACES) SIR - DI-1 WATE EASEMENT PARCEL # / DRAINAGE NAC I EOBu FER } ; RIM=817.10 + SERVIC �--20,00' I = STORM WATER MANAGEMENT POND i - w '! INV. IN=814.95 END PHASE 0 12 x 6 CANOPY ° n z " CURB AND GUTTER . a „ ° ¢ w LN - PROPOSED 1 PIN 53D-3-5 WATER METER PROPOSED ANCHORED U_ rN /F I �, CONCRETE WHEEL STOPS o ►_ ; ; I STIR- DI II BENHAM & ANDERSON ,'I; __I z� `L' c RIM-817.00 DIN PHASE 1 LL ? nCD ZONED: VIED: a I 4 ° L0 B2 F o o USE: RETAIL <r 4 " 'Yrt z �' INV. OUT = _ c. CN `�, �- w LAj Cnn w w •vim r` - INV. IN=813.20 oc5 �_ .00' a �' (Inn �N w Q PROVIDE 15" CMPI Q rL I ,- �; (0 GNP w o c - _ 9to f oI N W zl STUB AS SHOWN oQf 06 I �- -PROPOSED GAS SERVICE a j a a a - 30.6 7'PROPOSED INV,=5111,7� 6.00 r : - - - a - -- CORE DRILL AND oITR IR LA I�i E _ - - -- - - - GROUT WATERTIGHT CL N 80 >01 " W zoa 00' \-PROPO ED DRAINAGE AND EXISTING, -- - UTILITY EASEMENT nuILolNc c� �, RELOCATE GAS SERVICE z J 2C) WATER Y ? AS NECESSARY COORDINATE PIN 53D-3-5 o I EASEMENT a s WITH UTILITY AND USER. N/�F C> 12- o r z PROVIDE PHYSICAL BARRIER TO __ a '; BENHAM & ANDERSON 0 1 -8 GATE VALVE PREVENT ACCESS TO ADJOINING z <j �- 1 -F.H. ASSY W/BOLLARDS ww I 4 ZONED: B2 z z oLij 2 T " P LOT PRIOR TO ITS DEVELOPMENT Q a PIN 53D-3-7 X USE: RETAIL Q ( I PROJECT SUMMARY -PHASE II and III TAX IDENTIFICATION NUMBER 53D-3-6 m Q TOTAL PARCEL AREA 35,710 S.F. ZONING B2 Lij ADDRESS FOX DRIVE CURRENT USE VACANT I C PROPOSED USE MEDICAL OFFICE EXISTING LOT AREA 35,710 S.F. z DEVELOPED LOT AREA 35,71GOES o I SETBACKS W REQUIRE PROVIDED a FRONT 35' 108.5` Z SIDE - 10' N I REAR - 10.33 I BUILDING HEIGHT 35' (MAX.) 19' m TOTAL FLOOR AREA 5,193 SQ. FT. j LU Q Q z LOT AREA DISTURBED 0.98 ACRES 3 w FAR ALLOWED 1.0 w i FAR PROVIDED 0.15 � LJ CC MINIMUM LANDSCAPED AREA 15% 5,357 S.F. I h I LANDSCAPED AREA PROVIDED 13,613 S3Q. FT, o o PARKING REQUIRE PROVID Ln v' PHASE 1 PHASE 2 PHASE 1 PHASE 2 Ct- OFFICE (1 SPACE/250 SO. FT.) 7,7 13.1 18 21 N" j TOTAL. SPACES REQUIRED 20.8 0 N � TOTAL SPACES PROVIDED 39 - - - HANDICAP SPACES 2 4 4 0 LOADING SPACES 0 0 0 0 PARKING LANDSCAPING V PARKING LOT PERIMETER 345 FT. PERIMETER TREES REQUIRED 8.6 (01 /40 FT.) PERIMETER TREES PROVIDED 9 '^ INTERIOR TREES REQUIRED 4 (01 /10 SP.) .0•r § > INTERIOR TREES PROVIDED 4 t w TOTAL TREES REQUIRED 12.6 ao TOTAL TREES PROVIDED 13 a PARKING LOT LANDSCAPING REQ'D. 775 SQ. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 965 SQ. FT. C NOTES: Cd 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE ) IL REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.--U 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. .� J 3. ALL REQUIRED EGRESS SHAM BE ACCES"'RLE ACCORDING TO BOC:A AND Al 17.1-92. 00 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL. FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE C MARSHALL REQUIREMENTS, 6. ALL UTILITIES TO BE PLACED UNDERGROUND b ^ 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES 4) �- OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. a" w 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 QD u w 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP, LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. NEW BUILDING SHALL COMPLY WITH VIRGINIA (j UNIFORM STATE WIDE BU/' DING CODE, AND SECTIONS ; z Q F p " 2 w "t cC O Cr_ 2 a 1 _304, USE B (BUSINESS AND .31 1, USE S (STORAGE)-� F- r ,-, - w --------------.------------._-_-- o_-------.--_._---- __.---- OF THE BOCA NATIONAL BUILDING CODE/1996. r .5 uo n"'z w O i HER CODE THAT APPL (E S IS CABO A 17 7. 109., r �� Q -� z ACCESSIRLE AND USABLE` BUILDING AND FAC/L/TiF-S , Ld � �`' FOX DRIVE 6 LJ .� a U MATCH EXISTING PAVEMENT PHASE 2 PARKING AREA TO BE GRADED TO SUB -GRADE- '►r PROVIDE SAWCUT EDGE ELE VATIONS, TOPSOILED AND SEEDED IN PHASE 1. (SEE �' 0' / GN Ej h). PHASE 2 PAVEMENT AND CG-6 TO BE � I INSTALLED COINCIDENT W/TN .ANY BUILDING EXPA,NS/O.N. - --- - --- VDOT CG-6_-- N_ L L MPS E R ROV/� ED TRASH REMOVAL SHALL BE B r PR/VATS CL c gNING SERt�10E. Ln Z J S 8 VC .CDR_- _ 0 1 -8" PLUG (TYPICAL OF TWO REQUIRED) aka N�F " A; PARKING.: SMALL COMPLY WITH THE BOCA CO w BEN l�) DRAINAGE CSM'T 1 l j1 SM 12,5A /v;47/_?IVAL BtJ/LD/NG CODE SECT/ON 1105.3 w a`nn ! HAM & ANDERSON i UD-4 3" BM 25.0 ZONED: B2 s" 2tB USE: VACANT - - PROVIDE VDOT CG-12 ACCESSIBLE RAMPS "-- I--' .�AAP%7�/CSCALE AS DIRECTED BY VDOT INSPECTOR IN FIELD Z 20 10 0 20 40 - - SECTION AT PROPOSED SECTION COMMERCIAL ENTRANCE PHASE I sand If TRIP GENERATION �- ' I - fT1`, 6T►+ EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT IN �� > 1 inch = 20 ft. WOULD GENERATE 194 T.P.D. 3 p INACTIVE BUFFER ACTIVE BUFFER 10' 62' PHASE 2 PARKING Z Ln VDOT CG - 6 00 REVERSE GUTTER ri. 52" g, 3 SIDEWALK s m VDOT CG-6 REVERSE GUTTER CONC. WHEEL STOP REQ'D IN PHASE ONE 2" SM 2A 15" CULVERT 8" 21B SECTION THRU PARKING LOT NOT TO SCALE _ PLANTING CHEIaULE' USE CODE: 720 O BOTANXAL COMMON NAME SI £ (AT T/M£ Of PLANT/MG) T SPACL'vG OtIANT/7Y j ACER RUBRUM - RED MAPLE------ - -2" CAL. O 6+ HIGH----- A,5 SHOWN-- --� --___1 4UERCUS PALUSTRIS PIN OAK 2K PROPOSED CONCRETE [' •- - -� TAT/. NOTES: �� CAL. O 6 HIGH 4S 5'/iGYYN ---- f r ►� SEE�ll\V 1�01 ES:---�------------------ ---�---------------------j-' + ------ --1 PROPOSED ROW PAVEMENT (8' ZiE, 3* NAI-25. ,.5„ SM-12.50) Permanent Stabilization: All disturbedI j T LEYLAND CYRESS 4' WIN.. HEIGHT ( 4.0' ON CENTER j J �.y areas not paved shall receive a min. 6 in. topsoil P____ S PROPOSED ON ITE PAVEMENT i6. 30-D, 2' SM-2A) r 1� and be seeded as follows: ? 1 ORSY7H/A 4' A.I/N HFVHT 9.5 Ot✓ CENTER 11 ! UTNfTY PEDESTAL; 200 Ibs Tail Fescue per ac. I -` - - _- - ---- -- - ---- - -- -- - - - - _--------- `� cj 12 lb. Annual e per ac. ---------_-- ExISTWI STORM DRAINAGE A STRUCTURE 1(?00 lbs. 10-3-20 Fertilizer per ac i I ARBORVITAE 4 HEIGHT J5' ON CENr£R i 16 i O � L. . __-- _L -----------1 ----- _ --------�-- ------ --------- -T PROPOSED STORM DRAINA(k h STRUCTURE 2 tons agricultural limestone per oc ------ --- -------..--------__--------__._-.__ .__---_ __----_----_ _-- - PROPOSED WATER MNN -.0w�___ q 2 tans straw mulch per ac. CATEGORY "B" ZOI�I��iG BUFFER WITH LANDSCAPE SCREENING w TOTAL i LENGTH = 105 FT [Y TW WATER MAIN C_ Permanent seeding will occur as the final phase of construction (0A) SS (0.&E)- 4 WN. HE]GH PRDPosED FEE HYDRANT W F, Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 dot's, but not { _ 4 fT. MN. HEK ICI LEYLAND CYPRESS (OA.Et 4RB4RNTAE (�; ,Ev�ANo YPRESS ioAl PROPOSED GATE VAIA A Kil ._,�..._,w.__._ t at final grade shall be as follows: 4 ET O.0 (2 ER - i EORWHIA 60 Ibs German Millet per ac. May through September) 1 4 HIGH ' :'', - a f u (/ EA I PROPOSED cuRe GUTTER --- --- { / 9.5'IC i 60 lb. Annual Rye per oc. (October through April) i " PROPOSED CURB W/REV :UTTER ,LOPE SCALE: 1 =ZO 450 tons 10-20-20 Fertilizer per oc. i f �� 7'"F ' PROPOSED FIRE LANE FlR_ 2 tans agricultural limestone per ac EXISTINE, SM. SEWER TINE, MANHOtf DRAWN BY: RAM - _ - ^ 2 tons straw mulch per cc. i 12' PROPOSED UNDERCROUC ELECTRIC SERVICE ELEC - PROJECT NO. 000 Seeded areas to be watered and cored for as necessary to provide grass emergence. ! r-- ---- -� -- --__- --- --- --- - I PROPOSED UNDERGROUND TELEPHONE SERNCf -- TEL ----- DATE: Li"-- HEIGHiS SHOVI ARE. AT PLANTING ! ii Ep}t TO SCALE �-- - ---.. --- - � � PROPOSED (AS 1RwcE(AS �---- ---- - ------ - -- ---- -- -- --- --- -- -- -- - i �_ PROPOSED LIGHT FIXTURE 44 ._ __-------------------------------- b (SEE DETAIL ON 91EIT 4 SHEET 2 of4 Q- 3 1J f i k 1 -8" TAPPING SLEEVE A K/� AND 'VALVE BY FCSA / _--1v'11V SHOWN /S THA T PROPOSED 2�PE FOX _ Rit W/DE; NAIL ti , ; ,, U _81814 b Y FO�"D/-. vN AND A_> SHO v �: N A f ._AN Pfi'EPAr?E01 I LE `' E 1 BY GRF_ PVWA Y ENG//VEER/,NG, , )A TFD 2/c1 /99 /T NOW H�RAN a APPEARS 7 IA T (,�!,tiSTRUCTIv,V `MAY OCCL/R LLJ F- z '� �X qN W 42, p 1Rc� w CO �' �£MMq v R `L U' o Q �, o fX J' s; L4 303 C14Z w y W v - �- FS�, T o w(Doq Z p� pc N 1N F• I4� �' Lei 1. `� to Q Q ``� ?>�) qC A/i- U' 400/ �0 ti ' 1 -8" 22 112' EL. �' ��o" _ SUPPORT POLE AND PEDESTAL DURING 4 N o� `, E /- _ Q �, CONSTRUCTION x W Lf____Z, PROPOSED SEWER LATERAL Aj LOCATION AND ELEVATION 4., wQ\\1 Qom` r .BAN sFr o ',TB SHALL PROVIDE SERVICE 1W $ TO FUTURE BUILDING. ct� - 25. PROPOSED ANCHORE[ ` R 1 1 CONCRETE WHEEL STOPS o PROPOSED ELEC AND TELE `� REQUIRED IN PH E 1 �3z�a �R5 /� UNDERGROUND SERVICE RIDGE- LANE v r � � �`" �` fOX R , m FF SF OF �S Q' PROVISIONS SHALL BE MAD( �� AygS£�y �I C, TO �/' ' ` i) TO SERVE FUTURE BUILDING , 9.0 CD 7 C r ( Y, CL _Z '_ �� � 0 U_ ' w w �? - - -'-- �. LIGHT POLE, S ?s° a d zz c� w i �� \-� o- zo ' ca • , S�°` ~^` `�C ' 3' BEHIND CURB �� PLLJ Lr). OF 2)F \r Uj ,, o END PHASE ON S - - _ _ _ r 4 ln 10 3 PROPOSED HANDICAPPED STR 3 - ES-2 _� ._ U_ .24CURB AND GUTTER / �' CG�-1� ° - __ - - INV. OUT -817.7 ---- C3 �- (TIP) PARKING ACCESSIBILITY SIGNAGE �, � �7 ) I MOUNTED ON BUILDING WALL �. �� / " / 2q.00' -----�2.00'--- �o.00' 20.00' - _-22.00' e I (TYP. OF 4 PLACES) i ' _ � 1 STIR �2 - DI-1 ,, WATE ° � ; � DRAINAGE EASEMENT PARCEL >.00' RIM-817.10 SERVIC --2C, oo' /�NACI'I E BU FER = } STORM WATER MANAGEMENT POND - Cw� i z . Y" INV. IN=814.95 g b END PHASE 0 f 12'x 6' CANOPY---,,,° a � � ¢ I'; J L CURB AND GUTTER • C �_ of , . PROPOSED 1" - I ° �:� r I PIN 53D-3-5 N >_ Cl- Ir- a o WATER METER : PROPOSED ANCHORED _ ,, ° U_ w d- w ac w _ ^I U-,( M N�F Q Q �; Q �� CONCRETE WHEEL STOPS CO o 2 STR 1 D DIN PHASE 1> a BENHAM & ANDERSON r,-) z w w RIM = 7.00 cri _, o w o ZONED: B2 Ln Q N� �, �, i z ��, �~INV. OUT = �� d-.00' N,� � o USE' RETAIL ' ? ter' INV. IN=81,3.ZO ° ` °' a o I :�E..`Tip pN� X W PROVIDE 15 CMP I Nc p�D W �I STUB AS SHOWNNNNN N a PROPOSED GAS SERVICE 3 a 30 h'' - ROPOSEG INV.=811.75 _ - D - W � � CORE_ RILL AND �'''` - _ ` o _ _ _ GROU T WATERTIGHT -7 �� _ - - _�- - -- N 80,11601 ' W 200. UCT ' . EXISTING PROPOED DRAINAGE AND - BUILDING UTILITY EASEMENT c� RELOCATE GAS SERVICE\ 20WATER) x Y AS NECESSARY COORDINATE i PIN 53D-3-5 o Q EASEMENT a Q WITH UTILITY AND USER. N/F � °- 7 PROVIDE PHYSICAL BARRIER TO i CL n- w . BENHAM & ANDERSON Q o 0 1 -8 GATE VALVE: j PRE. -VENT ACCESS TO ADJOINING _r w ZONED: B2 1 -F.H. ASSY W�BOLLARDS w w R ~o� LOT PRIOR TO ITS DEVELOPMENT �� Q PIN 53D--3-7 USE: RETAIL Cn �I i 0 VDOT CG-6 W O I9 �; - MATCH EXISTING PAVEMEN i PROVIDE SAWCUT EDGE PROJECT SUMMARY -PHASE II and III TAX IDENTIFICATION NUMBER 53D-3-6 m Q I TOTAL. PARCEL AREA 35,710 S.F. it ZONING B2 ADDRESS FOX DRIVE I C j CURRENT I.ISE VACANT PROPOSED USE MEDICAL OFFICE EXISTING LOT AREA 35,710 S.F. I I � I DEVELOPED LOT AREA 35,71(AaES Q � SETBACKS Or REQUIRED PROVIDED o FRONT 35' 108.5' ` ,z w SIDE - 10' Zi ZE REAR - 10.33 o i BUILDING HEIGHT 35' (MAX.' 19' co m TOTAL FLOOR AREA 5,193 SQ. FT. I W (r Q j LOT AREA DISTURBED 0.98 ACRES FAR ALLOWED 1'0 > FAR PROVIDED 0.15 MINIMUM LANDSCAPED AREA 15% 5,357 S.F. U_ r LANDSCAPED AREA PROVIDED 13,613 S9Q. FT. I o w j PARKING REQUIRE PROVIDED j w PHASE 1 PHASE 2 PHASE I ME 2 I � OFFICE (I SPACE/250 SO, FT.) 7.7 13.1 18 21co ` rJ I TOTAL SPACES REQUIRED 20.8 TOTAL. SPACES PROVIDED 39 HANDICAP SPACES 2 4 4 0 IIt LOADING SPACES 0 0 0 0 PARKING LANDSCAPING •a N PARKING LOT PERIMETER 345 FT, PERIMETER TREES REQUIRED 8.6 (01 /40 FT.) aIo PERIMETER TREES PROVIDED 9 INTERIOR TREES REQUIRED 4 01 10 SR) ' > LL INTERIOR TREES PROVIDED 4 C!� w TOTAL TREES REQUIRED 12.6 TOTAL TREES PROVIDED 13 PARKING LOT LANDSCAPING REQ'D. 775 SQ. FT, 0 5% PARKING LOT LANDSCAPING PROVIDED 965 SQ. FT. '- NOTES:,o 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE ) a REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF --SITE GLARE, J 3. ALL REQUIRED EGRESS SHALL BE: ACCESSIBLE ACCORDING TO BOCA C AND Al 17.1-92. 4011 4•i Go 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL v V € FEATURES EXIST. 5, ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. '" W cil 6. ALL UTILITIES TO BE PLACED UNDEnGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 > LL w 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. , vE W t UILOING SHALL COMPLY WITH VIRGINIA C ' 1N'FORV STATE WIDE BUILDING CODE, AN0 SEC;lON:` `` ; Z >04, 6'SE S (`BUS/NESS AND .311, USES (' TvFr.4GE ,) s mil' r° w w - " --- :'_)F THE BOCA NATIONAL SUILD[NG CODE/1996 Q c°' ` �� w O i HER CODE THAT APPL /ES /5 CASO A 717. 1092 , r a' o -- Lip w FOX IORIVE ACCESSIBLE_ AND USABLE BUILDING AND FACIL%Tit C !J J PHASE 2 PARKING AREA TO BE GRAOF_D TO SLAB -GRADE ELEVATIONS, TOPSOIL E D AND SEEDED /N PyASE 1 SEE � � TN 0 ' G n✓. E/S 6). PHASE 2 PAVEMENT AND C'G-F TO 8,- NET C'IDENT WITH ANY BUILDINGENr % DCi"PSTt R r-ROVOED TRASH REMOVAL PRiVA Tf. "1 CAN/NG SERVICE � C z 2 JTS 8 PVC JDR 21 _ _ " A,' PARKIN,_," SHALL OMt L Y WITH THr_ 8 J « (TYPICAL OF TWO REQUIRED) EL a. N�F I 1 1 /2 SM 12.5A N,QTii?NAL 6//;LL�rN�: C?Or- SEC7T/ON 110.5 1 -8 PLO(' ,�, r_ AIMA,'E 1 C �, T �i _,,, c�. cn I BENHAM & ANDERSON UD-4 " BM 25.0 ? ZONED: B2 ,2 USE: VACANT - ---Bi �1B PROVIDE VDOT CG-12 ACCESSIBLE RAMPS-] I AS DIRECTED BY VDOT INSPECTOR IN FIELD ORAPr'y/CSCALE SECTION A - 20 D ?u PHASE I and II TRIP GENERATION 4c SECTION AT PROPOSED COM ERCIAL ENTRANCE --------- - - - - - - - -- ME, 6TH EDFrION ESTIMATES THIS SITE AT FULL DEVELOPMENT ( IN FEET) WOULD GENERATE 194 T.P.D. 7 d7cA = 20 ft. PI.A1YTTING S HEM ICI E' USE CODE: 720 2 25' r- a INACTIVE: BUFFER ACTIVE BUFFER 62' PHASE 2 PARKING z r- C`J Q- REVERSE GUTTER 00 „ 62 ' 9, I c i i 3 SIDEWALK o J m VDOT CG-6 REVERSE GUTTER 1QONC. WHEEL STOP PEQ'D IN PHASE ONE • "sa 2" SM 2A 15" CULVERT 8" 21B SECTION THRU PARKING LOT NOT TO SCALE J -- -T 80TAA(CAL COMMON NAM£ SIZE (AT T/ME. OF PLANT#Vq) I SPACW 0bA1VT/lY i ACER RUBRUM , RED AWLS 2' a4L. 6 6' HIGH AS 36C VIV 7 �..- --------- -- - --- - -- --- --- -- - - -- - f --- - - - - - s PROPOSED CONCRETE e a VUERCUS PAL.USTR/S P/N OAK 2' CAL ® 6' HIGH j AS SHO YN E' PROPOSED ROW PAVEMENT (8` 216, 3• EIM-25. ' `" SM 12 -SD) SEEDING NOTES: --- -�------------ -- -- ----- --------- --- --- - - --} ---- _- - - . _ - --- -- - - ---- _1__-- - --- -- - ------ -- -- ___ -- - ---- - -- --- - _..----- PROPOSED ON SITE ParEMENr (b' 30-D ''' L.EYLAND CYRESS 4 ' /N HEK:HT � 4. v' O CENTER 5 � �- �} 1 Permanent Stabilization: All disturbed areas not paved shall receive o min. 6 in topsoil ---_ --� � a and be seeded as follows: FORSYTHIA 4' 7 UTI�IT PEDESTAL:; i Ae�'/N HEIGHT 9.5' O; CENTER pe---- - ---- .----- - ---- ---- - - a------- --- 120lbb Annulal R eue r ra . ARBORVITAE 4' HEIGHT i y pe -�------ -- �`;.S• G CENTER EXISTING STORM ORNNhCE h STRUCTURE - 1000 lbs. 10--20-20 Fertilizer per ac.-----1--------------------------------------------_-_------------------------�-----------;--------_-� PROPOSED STOW oRaNAc d �TRucTURE a:& Pe TOTK sc�I LENGTH = 105 -- - -- - ---CATEG4ftY "B" ZONINI�G Bt11'FR 111TH LANDS('APE SORE - -- - -- _ _ --- ___. PROPOSED WATER MAIN _.._., w„ tons agricultural limestone per oc 2 tons straw mulch r ac. ! j EzrSTwF, WATER IMIN Permanent seeding will occur as the final phase of construction PROPOSED FIRE HY"T ! j (01A) MWSS (OAQ- 4 FT, WK HEIGHT) Temporar Stabilization: Seeding to stabilize areas left denuded for more than 7 dot's, but not 'Fr)R�Y!HIA - 4 FT. t�N HEIGF(l; r ( A 7TAE i3i tvilhNG c 1�Rrs` ,'`l.A.I PROPOSED GATE VALVE & 130% - * w�" �LAH[.' CYPRE» U.A E lL) Y i HIA. I ; , PROPOSED CURB h GUTTFR yet of mal grade shall be as follows: 4 P u i' (2 (Al �- 4� HIGH, 3 5' 0 r_ En ? ---- - - 60 Ibs German Millet per oc. rMay through September) _ _ _._----,--•----.---__.� PROPOSED CURB W/RFV GUTTER ,LOPE 60 lb. Annual Ryye per ac. (Oc Ober through April) I PROPOSED FIRE LANE D%Tf%fflRE I�JyE 450 tons 10-20-20 Fertilizer per oc. _ � 2 tons agricultural limestone per ac _ -- - r r ', I`" `. �"" EXISTING sA�,. SEW* +F+),� 2 tons straw mulch per ac. 12 . r 1 i PROPOSED UNDERGROUND ELECTRIC SERVICE ---1 ELEC Seeded areas to be watered and cared for as necessary to provide grass emergence. �--- - ---i t PROPOSED UNDERGROUNr TELEPHONE SERWCE- �' -_; HEIGHTS SHowN M[ RI �NTING ' R E E I)VEf� - j �i� TO SCAiF j-------------�---------- ------ _ - ---- I PROPOSED GA, `�ERVM'.E - -- - ---- ---- --- - ---- - --- - -- --------- ---- - -... -- - - - - -- - --- -----� PROPOSED LIGHT FIXTURE I SEE DETAIL ON SHEET 0 A U G 0 -'Z 2001 DEPT, OF PLANNING/DEVELOPMENT n, Cr FOA' RIDGE LANE Z I O 5CLr, Z o Ln ff LA_I Z 7 W _ WI CA- rJ O c' CY_ Cn c. Ft L J d d' J CRW 1 Q m C1 C7 Z ` O � Lr) li7 Z W tV Lii a �► ia+ r..r ou x 0 3 0 v S 3 _ E`,-2 INV: OUT I =817.75 ' I it I J qJJ V Q � � CL CL I Z 1 .� 6i K I �I . X 1 0. W I 0 Z W I G x1 ?, , F— WE o 7rD �I 11 . FI� i I jRE WP TEF; FaF?r^Fr �0'JtIE.�,fl�j�l I 25'25' — INACTIVE BUFFER I ACTIVE BUFFER 10" aN r 1 -8" TAPPING SLEEVE AND VAL'E `�BY FCSA (ZK / IL IN NAalp 14 P N fr . �yN N qN T OBMM'�R r'�' wq �A�eD°"C 43dSIN 1N 13� sF q V B C qNT 8" 22 1 /2' EL. ?4 NPr!`J!r�E ;CBARRIER TO paE'/Et, A ;CE -0 AC'1GINitiG LOT PP'OP Tr) ITS DEVELOPYEN T (TfPICAL OF TWO REOUIREL') -- 62' PHASE 2 PARKING 'DOT CG-6 REVERSE GUTTER SUPPORT POLE AND F EDESTAL DURING CONSTRUCTION PROPOSED SEWER LATEF AL LOCATION AND ELEVATI _N SHALL PROVIDE SER0C1 TO FUT1jRF BUILDING. Y PROPOSED ELL'; AND TELF UNDERGROUNDSERVICE ` PROVISIONS SHALL. BE MADEi, TO SERVE FU TURE BUILDING , - _I " ? PROPOSED HANDICAPPED / PARKING ACCESSIBILITY SIGNA'E '. UOUNTED ON BUI.DING WALL ^T — \ INSTALL CURBING TC END OF FILLETS 4-ED DRAINAGE AND i U?'U-/ E4SE'jEy RELOCATE. GAS SERVICE Z AS NECESSARY COORDINATE � Y ',YTH UTILITY AND USER. a � =a— da PIT,I 53D-3-7 N/F BENHAM & ANDERSON ZONED: B2 USE: VACANT CONC. WHEEL STOP /- REQ'D IN PHASE ONE 15" CULVERT G LOT PROVIDE 2 ITS. 6" PVC SDR 35- j SEWER @ 1% FOR PRIVATE SEWER SERVICE. INVERT AT BENCH (815.75) PROVIDE KOR-N-SEAL ADAPTER. AND WATERTIGHT PLUG. 94A/ /CSC�LE 10 0 40 40 IN FEET ) 1 inch 20 ft. DRAINAGE EASEMENT PARCEL STOPM WATER "'AANAGFMENT P7� 0 53D- ' N , �E�Ji-iAfvt �c F 0 ZONED: F,,2 USE:: R E T t,A r E C �, No0 PROPOSED GAS S[ROCE CORE DRILL AND / `GROUT WATERTIGHT EXIS TIN EUiI_DIN PIN 53D-3 N; /F BENHAN & ANDEP C"N ZONED: B2 USE: RETAIL 1t,` pRANA:.L E-iVI -RI' aAP PROVIDE VDOT CG-12 ACCESSIBLE RAMPS 1 AS DIRECTED BY V'DOT INSPECTOR IN FIELD 62 —"-- -- SEEDING NOTES: SIDE'NALK- o Permanent Stabilization: AI disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: VDOT CG-6 ---� � 200 Ibs Tall Fescue per ac. 12 Ib. Annual Rye pp.r oc. REVERSE GUTTER ��` �'J 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons ogricultural limestone per ac 2 tons straw mulch Per ac. � Permanent seeding rnll occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more Van 1 days, but not \ yet at final grade shall be as follows: 60 Ibs German Millet per oc. (May through September) 60 Ib. Annual Rye per ac. (October through Apr 1) 2" SM 2A 450 tons 10-20-20 Fertilizer per oc. ��- 6" 21 B 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide gross emergence. ' i' t i'00L r';' A,''IL ' A : S H'- �`�'I J , 4, Q� Y i T V AP��.;�R T�,AT Jr��rF� "r;;I. �'Ar C� _ �:'�' -`lS -r-''�` M 0 W VDOT CG-6 - 7:� UD-4 �- fL SECTION A -- '� MATCH EXISTING PAVEMENT n PROVIDE SAWCUT EDGE F'r'.IST1��� PP'�EM�NS `- 1 1/2" SM 12.5% - 3" BM 25.0 8' 219 SECTION AT PROPOSED COMMERCIAL ENTRANCE PT,AIVTTNG .SrHEDUJE PROJECT SUMMARY TAX IDENTIFICATION NUMBER 53D-3-6 TOTAL PARCEL AREA 35,710 S.F. ZONING B2 ADDRESS ,� FOX DRIVE CURRENT USE VACANT PROPOSED USE MEDICAL OFFICE EXISTING LOT AREA 35,710 S.F. DEVELOPED LOT AREA 35,7101(S;ZES SETBACK REQUIRE PROVIDE FRONT 35' SIDE - 10' REAR - 10.33 BUILDMG HEIGHT 35, (VA.L) 19' IOTA` FLOOR AREA 5,360 SQ. 17. LOT AREA D{STURBED 0.98 A, ES FAP A'_LO'NLD 1.� FAR PROVIDE 0.15 VNIV�W LANDSCAPED AREA 15% 5,357 S.F. LANDSrAFEp AREA PRLn1DEC 13,613 . FT. P K,"v/' P, UI PfrOVI PHASE 1 PHASE 2 P'-FASE 1 Ph E 2 OFFICE (1 SPACE/250 SO. FT.) 7.7 13.7 18 21 TOTAL SPACES REQUIRED 21.5 TOTAL SPACES PROVIDED 39 HANDICAP SPACES 2 4 4 0 LOADING SPACES 0 0 0 0 PARKING LANDSCAPING PARKING LOT PERIMETER 450 FT. PERIMETER TREES REQUIRED ' 11.25 (01 /40 FT.) PERIMETER TREES PROVIDED 12 INTERIOR TREES REQUIRED 4 (®1/10 SP.) INTERIOR TREES PROVIDED 4 TOTAL TREES REQUIRED 15.25 TOTAL TREES PROVIDED 16 PARKING LOT LANDSCAPING REQ'D. 775 SQ. FT. 0 5% PARKING LOT LANDSCAPING PPO`ADED 965 SO. FT. NOTES: 1. ALL SIGNS INSTALLED 04 THE PROPERTY WILL COMPLY MTT THE K-Q!J'R--CATS Y T' E FREDT'Cx CCUNTY zomllG MI`VNCE. L. AL '.I:HT'VG IS 'J BE COt�'"',"'_'LLED TO PRf,'er'' OFT-C'>� GLA+°f REXIX— EC S S Ail A* �ESS+B+ ACGCPPNj o TO RCCA h� L "i0 S i�P Si.G�:, i�T'��`�, i4rJODl./�`tD CtR OT` Etl'�IRC'�i=`�r1i {. ALL F'?f LAtiES TO PE V.EF'i'"_,.,T' A, D' �STMD PET? F EC'EF�CX M,-NTY F:tiE VAP.SHALL REavFF�,'TS. 5 4-1 UTILR!=S TO BE PLACED iUNDERr�CUND FMDICAPPED SPACES RiD ACCESSIBLE ROUTES NA, NOT HA1`E CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROVT SLOPE CANNOT EXCEED 1:20. 8 HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9, SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35, MAX. SIGN AREA= 100 S.F. NEW BU217/ti'G 'HALL COMPLY WITH VIRGIN/A UNIFORM STATE v WIDE BUILDING CODE, AND SECTIONS OF THEE � (BUSINESS N4L &UI O/NC. CDE/1996. RAGE OTHER CODE THAT APPLIES fS CABO A 117. 7092, FOX DRIVE ACCESSIBLE AND USABLE BG'/LD/NC AND FACILITIES. PHASE 2 PARKING AREA TO BE GRADED 1-0 SUB -GRADE ELEVATIONS, TOPSO/LED AND SEECED IN PHASE- I. (SEE G..N. E,IS /6 ). PHASE 2 PAVEMENT AND CG- 6 TO BE /,'V.STALLED fo/NC/DEIVT WITH ANY BUILDING•' EXPANS,'ON. NU DUMPST,E'R PROVIDED. TRASH REMOVAL SHALL 8E c�Y PRIW TE CLEANING SERVICE. ALL PARKING SHALL COMPLY WITH. THE BOCA XATIONAL EAUILL/NG CODE SECTION 1105-T BOTANICAL COMAdON NAM£ SIZE (AT TWE OF PLANT/NC) SPACAVC QUANTITY AC£.4 RUBRUM OUERCUS PALUSTR/S R£D U4PL£ PIN OAK — 2' CAL 0 6' HASH 2' CAL 0 6' HIGH AS SMOWN AS SHOWN 8 8 LEYLAND CYR£SS 4' N/N. HEIGHT 4.0' ON CENTER 5 FORSYTHIA I ' MIN. HEIGHT 9. 5' ON CENTER 11 i; - THYrA AC1:ID£NTAL/S VAR FY,4AARQ�TLIS--- ARBORVITAE 'F HE�HT J.5' ON CENTER 18 TOTAL SCRID'1 LENGTH = 105 FT. CATEGORY 'B" ZONING BUFFER Wn tANDSCAPE S ,EMNG (lf'MND CYPRESS (O kE.)- 4 FT. ION HEIGf{T) uYIANO CYPRESS (O.A E) IF90RVffAE (9) lF0AN0 CYPRESS (OAE.) (FDRSI1FIA - 4 FT. LION NEK;> 4 Fi. O.C. (2 EA.) % 4' HIGH, J.0 O.C. F06'SITHIA (5) 4 FT. 0 C (2 EA.; 9.5' O.C. j 50' HE)GHFS SHOWN ARE AT PLANTING N01 TO SCALE PHASE I and II TRIP GENERATION rTE, 6T►'+EDfTION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE I" TP.D. USE CODE: 720 PROPOSED CONCRETE • PROPOSED ROW PAVEMENT (8' 21B, 3' BM-25, W SM-12.5D) PROPOSED ON `7TE PAVEMENT W 30-D. 2' SM-2A) 0 UTILrtY PEDEST&S Dn5T , STORM ORANAGE h STRI ICT R U - PROPOSED STDN DRAIW & STRUCTURE PROPOSED INATE:R WIN ��+,►�� EX6TTN, WATER ON__ ---- PROPOSED FIRE 1TrDRAx1 PROPO:',ED GATE VALVE k BOX �♦!�`y N *� PROPOSED CURE & GUTTER PROPOSED CURB W&D. GUTTER sLaPE PROPOSED FK LANE_ EXISIX SW SEWER AND WNNq.E PROPOSED UNDERGROUND ELECTRIC SERVICE ---� EIEC f----- PROPOSED U►rDER13ROM TEIEPNOW SER�10E --�TFl~—"'-- PROPOSED GAS SERMICf --�r-'-'— PROPOSED LK�Er RMIRE (SEE lY:rA1L ON sr1EfT , 5�a�� 10 z o � o �N 0 U � U� W W M Q ° N O VIC2 r QQ c �� �z M 3 �I Z c� ( . tZ zt� � � CL C W Cr Wf � cx =, Q la a a tc� ccc��lQ i�w w ti wltn�tn Ia x ac � �'� o clo 0 C) C) Q N 74 to N N CV rn ruin Pelt O ap 1 � „� J O � w o v its . d� 1160 PO v -, 4,V,1 U. IA Y 0 2 C W d Ix Uj N � z r vW aCU k4l ix 0� Y00 _ ,Z/ � w V q v w SCALE: 1 =20 DRAWN BY, RAM IS4 1*4 PROJECT NO. 000 DATE O1/12/O1 SHEET �2 0� 4 SECTION THRU PARKI NOT TO SCALE r-