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HomeMy WebLinkAbout34-99 Kim & Marietta Walls - Stonewall - BackfileQ M 0 M M 0 0 0 N 00 C) 0 7 It w 0 0 6 N a� U) L 0 N N s U Q E 0 CO ^*�srucsw .c:xwau r ur-^x..xase,. ,^wv.:ew.w+ar••;w.,:=.» »n,:,,«�a ,..: CENERAL NOTES VTI0T GENERAL NOTES LECEND VICINITY MAP 0 z _ 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INTERMEDIATE CONTOUR - 33 m City construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion EXISTING INDEX CONTOUR 330 ,��' W and Sediment Control Regulations and any other state, federal, or local regulations -+ W o 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or PROPOSED CONTOUR 40 �� z N must be provided prior to issuance of the site development permit. The approval of these plans in no way Ions, the most strip ent shall govern. P g g _ EX E/P _�` EXISTING EDGE OF PAVEMENT m Z 0 o0 relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment P g P g PROP E/P � WINCHESTER p `- a � � d- - Control Handbook. Owner must obtain a land disturbance permit from Frederick Count and the City of P Y Y V2. All construction shall comply with the latest U.S. Department of Labor Occupational PROPOSED EDGE OF PAVEMENT i O CORPORATE SITE % N N ' ° Winchester before starting any land disturbing activity. Safet &Health Administration and VOSH Rules & Regulations. Y 9 EX C&G EXISTING CURB AND GUTTER - . - - -� E rn Rp z N � Q co 00 N 3. An approved set of plans and all applicable permits must be available at the construction site. Also, a V3. When VDOT PROP C&G \` f ROAD w N W Z Z u7 > representative of the developer must be available at all times. working on right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. PROPOSED CURB AND GUTTER N. LOUDOUN STREET O � O� Q - �rn >, � Of O 0 1 a 4. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Furthermore, all traffic control flaggers must be certified in accordance with VDOT's EXISTING TELEPHONE LINE T ��� Q J > N Control Devices (MUTCD). January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. PROPOSED TELEPHONE LINE T T �~ O J v� 5. All unsuitable material shall be removed from the construction limits of the roadway before placing V4. Design features relating to construction or to regulation, control and safety of traffic may EXISTING STORM SEWER EX. 15 RCP DO Z �' Z O °' embankment. 6. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less be subject to change as deemed necessary by VDOT. " PROP. 15 RCP PROPOSED STORM SEWER W 0 tn 0" W Z w =LO V5. Prior to initiation Contractor be for VDOT v w Q than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner. P P y y g g PP y of work, shall responsible acquiring all necessary SCALE: 1" = 2000' X 7. All roadside ditches more than 5% be with to the limits indicated land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER - r�1� _Z J �� 1-ILiW at grades of shall paved cement concrete PROPOSED SANITARY SEWER v on the plans and as required at the field inspection. V6. If required by the local VDOT Residency Office, a pre construction conference must be PROJECT INFORMATION 8. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall PP P�P P�P arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE E � V) V) SITE LOCATION CITY OF WINCHESTER & STONEWALL MAGISTERIAL DISTRICT, FRED. CO., VA. be minimum 6" diameter and conform to VDOT standard SB-1. contractor, various County agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE E E °j 0 0 O) O 9. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for EX STREET ADDRESS : 909 N. LOUDOUN ST. (HOUSE) & !901 N. LOUDOUN ST. (VET. PRACTICE) N >'EXISTING one litter receptacle shall be provided at the construction site. any undetermined length of time. VDOT will also require 48 hours notice for any GAS LINE WINCHESTER, VA 22601 - > 10. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to inspection. PROPOSED GAS LINE NEW STREET ADDRESS PROPOSED OFFICE BUILDING U) � entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take PARCEL IDENTIFICATION NO. 15,4-((3))-36, 134-((3))-35, AND 54-((A))-50 L�(n whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE LOT AREA CITY = 1.00 AC. COUNTY = 0.5i8 AC. (B-2 ZONING DISTRICT ONLY) condition at all times. adjacent public roadway through construction and maintenance of a construction entrance FENCE LINE in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. DISTURBED AREA CITY = 0.72 AC. COUNTY = 0.58 AC. 11. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary Furthermore, access to other properties affected by this project shall be maintained EXISTING POWER POLE PP CURRENT ZONING B2 sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut through construction. CURRENT USE HOUSE & VETERINARY PRACTICE sheets, and connections to existing lines. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during EXISTING TELEPHONE POLE TP PROPOSED USE VETERINARY PRACTICE AND OFFICES 12. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current and at the end of construction. EXISTING FIRE HYDRANT � FH BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPcOSED = 26' standards and specifications of City of Winchester and/or the City of Winchester Public Utilities. SIGNS: NONE PROPOSED 13. The location of existingutilities shown in these plans are taken from existing records. It shall be the P g V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATER VALVE w ® w OUTDOOR LIGHTING: AS SHOWN. ALL LIGHTING TO BE SHIELDED TO PREVENT ILLUMINATION contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed P Y Y 9 " minimum 36 cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATER METER 0 WM OF ADJACENT PROPERTIES. prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing - ' SETBACKS BUILDING: FRONT: 50 utility verification and the proposed construction. V11. Any unusual subsurface conditions encountered during the course of construction shall be HANDICAP RAMP (CG-12) ® SIDE: 50 BUFFER (B) 14. The developer will be responsible for any damage to the existing streets and utilities which occurs as a immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. DENOTES LOCATION OF STD VDOT CG-12 AND[OR JURISDICTIONAL REAR: 50' result of his construction project within or contiguous to the existing right-of-way. STANDARD KAMP CONSTRUCTION 15. When grading is proposed within easements of utilities, letters of permission from all involved companies g g P P P P V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PARKING INDICATOR 1Y CITY OF WINCHESTER FREDERICK COUNTY must be provided to City of Winchester Public Utilities prior to issuance of grading and/or site prior to placement of fill. INDICATES THE NUMBER OF TYPICAL PARKING SPACES cc development permits. V13. All roadway fill, base, subsurface material and back fill of utility/storm sewer trenches shall SANITARY MANHOLE IDENTIFIER a F.A.R. CALCULATIONS F.A.R. CALCULATIONS 16. The developer will be responsible for the relocation of any utilities which is required as a result of his be compacted in 6" lifts to 95% of theoretical maximum density as determined by LOT AREA = 43,355.78 S.F. LOT AREA = 25,469.02 S.F. (B2 ZONING) > project. The relocation should be done prior to construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width O A of any dedicated street right-of-way. At the direction of VDOT Inspector density tests STORM DRAIN STRUCTURE IDENTIFIER EX. VET. PRACTICE = 3,340 S.F. EX. 2 STO>RY D1AIELLING/PROP. OFFICES = 2,872 S.F. O 17. These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected performed by a qualified independent agency shall be conducted as required in the VDOT PROP. 2 STORY OFFICE BLDG. = 8,060 S.F. in accordance with state law. In the event grave sites are discovered during construction, the owner and Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to EXISTING SPOT ELEVATION 712.0 TOTAL = 11,400 S.F. 2,872 S.F. / 25,469.02 = 0.11 F.A.R. U engineer must be notified immediately. final VDOT approval. PROPOSED 12.32 11,400 S.F. / 43,355.78 = 0.26 F.A.R. od 18. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering SPOT ELEVATION OPEN SPACE CALCULATIONS Q U at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans OPEN SPACE = 11,360 S.F. �-+ and further where determined necessary by VDOT Inspector. EXISTING TREE DRIP LINE OPEN SPACE CALCULATIONS ® W W 19. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard The ��-_� �✓�..� OPEN SPACE = 14,534 S.F. 15�'; OPEN SPACE REQUIRED (3 820 S.F.) 4, � E-1 H Q ASTM-D698 proctor AASHTO-T99, , or VTM-1 as applicable. Density shall be certified by a registered V15. installation of any entrances and mailboxes within any dedicated street right-of-way 4ai EXISTING TREE i°"��� 15" OAK � 4 15" PINE 11,360 S.F./25,469.02 S.F.=44% OPEN SPACE PROVIDED U1 w professional engineer and results submitted to City of Winchester prior to pavement construction. If a shall meet VDOT minimum design standards and is the developer's responsibility. P-., 15% OPEN SPACE REQUIRED (6,503 S.F.) C-+ W W W geotechnical report has been prepared, it should supersede the requirements in this note. V16. If required by the local VDOT Residency Office, copies of all invoices for materials within r-, r-, PROPOSED TREE PIN OAK WHITE DOGWOOD 14,534 S.F./43,355.78 S.F.=34% OPEN SPACE PROVIDED LANDSCAPE CALCULATIONS O W Z 20. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating blasting least two days, but than ten days, to an dedicated street ri ht-of-wa must be rovided to the VDOT Ins ector rior to Y 9 Y P P P �PO�� �� , PARKING PERIMETER = 1 TREE PER 40 � E-� V) or at (2) working not more (10) working prior commencement of excavation or demolition. Names and telephone numbers of the operators of underground utility lines in acceptance of work. Unit and total prices may be obscured. LANDSCAPE CALCULATIONS - PARKING INTERIOR LANDSCAPING-1 TREE PER 10 SPACES � U O the City of Winchester appear below. These numbers shall also be used to serve in an emergency condition. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement RED MAPLE WHITE PINE PARKING AREA: 13,561 S.F./2000 S.F. = 7 TREES REQUIRED 650'/40' = 16 TREES REQUIRED X W �-+ E-, markings must be installed by the developer or, at VDOT's discretion, by VDOT on an R/W 14 SPACES/10 = 2 TREES REQUIRED � Q a (5 V) Water/Sewer: Department of Public Utilities account receivable basis. 228'/35' = 7 TREES REQ. TOTAL TREES PROVIDED = 18 O >.4 Q City of Winchester TOTAL = 14 TREES REQ. U N O P.O. Box 75 Winchester, VA. 22604 TRIP CENERATION DATA PARKING CALCULATIONS PARKING CALCULATIONS O U � REQUIRED PARKING: X (540) 667-1815 REQUIRED PARKING: OFFICE = 1 SPACE PER 250 S.F. �L, CLASS USE PER S.F. TOTAL S.F. TRIP RATE VPD OFFICE = 1 SPACE PER 300 S.F. W Phone: Bell -Atlantic OFFICE AREA = 2,872 S.F./250 S.F. � 710 OFFICE 1,000 S.F. 14,274 S.F. 11.01 157 P.O. Box 17398 OFFICE AREA = 8,060 S.F./300 S.F. 12 SPACES REQUIRED O Baltimore, MD 21297 27 SPACES REQUIRED E- (301) 954-6282 MISS UTILITY 1-800-257-7777 TOTAL SPACES PROVIDED = 14 EX. VET. PRACTICE - EX. 14 SPACES Power: Allegheny Power 7 SPACES LOST DUE TO NEW PARKING LOT HANDICAP SPACES REQUIRED = 1 PER 25 SPACES P.O. Box 1458 NET SPACES EX. VET. PRACTICE = 11 1 SPACE REQUIRED Hagerstown, MD 21741 TOTAL SPACES REQUIRED = 38 HANDICAP SPACES PROVIDED = 1 1-800-654-3317 TOTAL SPACES PROVIDED = 38 Gas: Shenandoah Gas Co. LOADING SPACE P.O. Box 2400 HANDICAP SPACES REQUIRED = 1 PER 25 SPACES NONE REQUIRED Winchester, VA 22604 2 SPACES REQUIRED (540) 869-1111 FIRE MARSHALL �S NOTE - HANDICAP SPACES PROVIDIED = 3 LOADING SPACE INAL FINAL Fire lane markings and signnaage: REQUIRES 1 PER 10,000 SQ FT APPR0V�;.O APR 2 2J)02 , y ,� g,� 9 Y P An No Parkin signs and yellow pointed curb locations will be installed 1 SPACE 1O'X25' PROVIDED 4 - by field inspection at the direction of the Fire Marshall's Office. 9p'5y- _ - .._ DATE REVISION /J SEAL COVER SHEET 08-04-99 PER CITY OF WINCESTER COMMENTS Project Name: 08-04-99 PER V.D.O.T. COMMENTS I®I I I �`F,, j T TA WALLS 08-06-99 PER F.C.P.D. COMMENTS T f' Owner: Address, Including Zip Code &Telephone No. 09-06-99 PER F.C.P.D. & CITY COMMENTS 01-04-02 FRED. CO. PLANNING COMMENTS 1-0 r�Z 1201 CEDAR CREEK GRADE MARK D. SMITH ® SAME AS A50VE WINCHESTER, VA 22602 (540) 678-1626 No.022837® %Cs ` Z� • 2 Developer: Address, Including Zip Code &Telephone No. SHEET INDEX `SjOIVAL SAME AS A50VE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY PILL LANE GREEN AY ENG NEERING WINCPESTER, VA 22602 COVER SHEET SHEET 1 OF 5 PROFESSIONAL SEAL & SIGNATURE (540) 662-4185 SITE PLAN SHEET 2 OF 5 LANDSCAPING & EROSION & SEDIMENT CONTROL SHEET 3 OF 5 PROFILES & DETAILS SHEET 4 OF 5 THESE PLANS ARE IN CONFORMANCE WITH CITY OF WINCHESTER STANDARDS AND APPROVALS fir/. DATE: 03-31-99 ORDINANCES. ANY DEVIATION OR CHANGE O �� SCALE: N A / SITE LIGHTING PLAN SHEET 5 OF 5 IN THESE PLANS SHALL BE APPROVED BY FRED CK CO NTY : ONING ADMINISTRATOR DATE THE DIRECTOR OF PLANNING PRIOR TO _ DRAWN BY: CONSTRUCTION. �Z CITY OF WINCH STER DIRECTOR OF PLANNING DA E CAS FILE NO. 2210 * SITE PLAN VALID FOR (5i) IVE YEARS FROM DATE OF APPROVAL SHEET 1 OF 5 a �� NOTE: ACCES TO REMAINING PORTION/OF LOT 2 S LAWTON, M., ET AL / % ;/ FROM NORTH :RADDOCK STREET. I \ I SADDER / / LOT 2 \ DB 219/490. \ TAX NO.: 134-((5)2-1 T' /�' / / j `� K 4 M4TERPRI5E6 122,340 5.F, 1 ZONE: PR �nr �� DE 285/1324 2.51 ACRES U5E- _.RESIDENTIAL f r TAX NO. 134-((3))-35 l \ 2d" LOCUST / ZO E: 52/HR ' \ USE: �GOMMERGIAL \1/'� / i �!!AEL 5. WEBER �17/ �� _ J ul K 4 M ENTERPRISES \ \ M C 135 DB 894/1569 0-((A))-48 TAX NO.: 54-((A))-50 TAX NcO.: ZONE: RP ZONE: -2 USE: RESIDENTIAL v � � f ` 4 • `��,�` .��,{'U� USE: RET,¢IL TOAN 4 ASSOGIA ES \ p��, 9 �''�/� \ ° „ \ • „ c !J 4 /251 226 51 I� _ N 5� 51 49 W 198.51 U w / 5 46 19 54 W 121.9.E r�1� DB 2 5 (ZONING BOUNDAR T) I \ Q yi TAX NO.: 134-((5 )-6 4� G,yB (ZONING BOUNDARI-) \ ZONE: 5-2 <� �`w,l q� t,„,G USE: COMMERGI L I 134� %� 5 21'15'00�� W 161.58' ZONE NR „ I in-73� �3a �0 ELM{{`' _ / / to I 129 i ppA-q 128 1 1.43 121.10 12120 PROP. GG-6 4_ DU N DUM S ER ' rVfi p� CO /6lrGGflal�i>'N - ry P W _ a FEN `- DE S ET X -__- i � 12 S• 6_Ff UG / .80 2 s _ \ \ 12 fob 0 B :::.:. - : • ; : ' - : Z2'i Fl :: : PROP - i/I* - P , . i2F� .V�' / � \ +- - - ::;_is�_- - -•: tO-•• ".- :.-::=.10--.�-.'.••.-.•.•....•.•. • ..,-r---,.:.:.- - _ _ /121.9 / GONG. ' Am FARMERS AND MERCHANTS \ 1262 _ - _ • . \ NATIONAL BANK � .. .. , .-•, i� �-��"�����.:-=-�:-•�:�.-�'�:'-:�:�.:� �:'.-� '�'�:�:�-:-:'::•.-•'' •.-• � ,,`` DB 139/626 :BRA: :-' •' :_:..: :::_:._.:::__' ::0. TAX NO.: 134-((6))-2 r' \ 126a ZONE: B-2 �:4.V :$ _ _ _ K:J► "� r_W - USE: COMMERCIAL ,, ct3 ! Pell 129Id0 UA . ; �Y���,,C �l0i � � � � •3 ,, �'� -. ��1.x-�,., �;' • - _F g•o„JO ! N' : � : i - r EX. SHED �V -�NT>r >=? _ _ _ _ :tit ROOF D IN �1 - ti Q. POLE MOUNTED - k ^ Q ) .J . PROP. -� • f� �������= •'•= -• - PROP t3' l(3�)�. lY Q128b "CABLES-- "�,� LP 4Jf 1 :::: _ - N` : :. 1 P/C: PARKING SIGNS ,1212 - - ,+ 4 z E. _: : IHR:: =�i \ p U >: .. .. 128b0? s�j LP 14"U i (VAN ACCESSIBLE) U l - Cn PROP. 2 STORY fY -PROP.,PATIO _ OFFICE BLDG. ,f�i 12820 r 1800 ^_ EX_ S.AN. 1 , x I O 2 .:'_ \:_ 8O(o0 SF `Q cp U1 _(�� _b a : = Ex. BRIG.- / 3� >C7LD1^R LOT 1 E: _ � -, K 2 ; O : ::: FF. = 128bO lL! Q :PATIO. - -� fi::::::.:: .::::.:.:: �, i MARGAREE L. WASHINGTON r,, _ I �+' 14,m�6 5.F': Q. 903 Z� i'. �Q. 0 /8.: • /1Vq " DB 319/481 IN V. OU . - ; ,.52 i _ : • U Q� m.32 ACR O- 1 1,26 L s . w Q 8U r/ r Z'- u - 1 &�la�.'�28 �p (� :•. 1� TAX NO.: 54-CCA))-49 ZONE: RP Y - ,� . �g:•. �_ .. ,_j�ll�[�:- � i u C,R,�INFfELD �`128.5 -' `k ..:.�� USE: RESIDENTIAL I �9 1I EX. VETERINARY - - _ AREA ^ eSMT--._ �- t�' t : : STEPS - _I 5EPTIG r _ TANK _ CHIMNEY I I 3 3µ2 SF O _ 128bO - 1 p� _ _ _ 3' PLANTING STRIP X` ' DC , > '� :,�U✓" PROPOSED FARMERS AND MERCHANTS :' : - : - :; : ' R P. ro x128.40 OFFICE BLDG. NATIONAL BANK � � •--� 6i--•-Q)„ NA I jt _ i - 1 -4: 3 =:.: car.-:..�..-::.:. .: OODRAIN = 128.40 EX. 2 STORY DB 191/�038 �; I 20' ACCESS 4 �� DWELLING „' �: TAX NO.: 134-((6))-1 �1 PARKING EASEMEN 121.I3 _ 1"F. _ 728i32 - -2 I -� : -f23 }i -# K_' - - EXISTING 7 651 ZONE: B7 i j HEDG)~S- R ,T -._ X��g '-.Iz Q j t DWELLING USE: COMMERCIAL 2 k_ C©`✓` Atli I-w'pRCH ZRED COREp -, 1 _ _ �9 , - 0 / �. -. • 1 oRCH J } J j �'12i - 5- , O P R P L 5 a .v. I 3 B - I - - -_- �- -''- 9Y1622\ -_ H-20' CTYP.) ". EX. ENTRANCE AND SEVEN (1) PARKING IN`t=iN a 3 I �. IN'�= _ :+ : �, 6- w f X I ! i : O- �t55 1`'ROP � - i' t � SPACES SERVING THE EXISTING 'tj -,- -__ 24.... j:=:::-:: :::: :_::•:::-: - ::::': STEP TI AT THE 'C;-_'..- - VETERINARY PRACTICE i 4* ::::::::::::::_:'::::: _:.::: :::: -� b00: :::. : :::•: . INTERSECTION OF BROOKE ROAD WILL BE I 4 I PLANTER CLOSED BY OWNER WITH CG-6 CURB AT > L__�____ _ 1 -::1. - _ �;,--fLf'G� t:::• ' SHOWN. ALL CONCRETE � � ��- X. CON ,..-:�:�::-:•:•::• - - '��' LOCATION ,� '��?` � ____G2 5(G�E,,+J _ _ �-: i::•.-::-. Y r - - -------• 18 MAr='L_E , ; } - _.._ 24.14 AND/OR PAVEMENT FROM EXISTING i; _ r = - :024 i ENTRANCE AND PARKING LOT IS TO BE REMOVED AND THE AREA IS TO BE TOP ? END W/G. _ 25 SOILED AND SEEDED PRIOR TO FINAL / = �� f 1 -�- -___ __ PROP CG- `� ___ _, `ti I 1 O >a _. _!_�. _--- ----� __ :237.3 PRO � ` :-: • ` ' ` max. s'r�`"-�:; OCCUPANCY PERMIT IS OBTAINED FOR - ` - _ PROPOSED 2 STORY OFFICE BUILDING. ( DI-3B F' 2fd'33'S6" U� 338.24 J j LP > 1 WALL i IN 1 = 121.01 POLE MOU ED PROP. 3/4" WM RR P. F.N. j �o,, /C PARKING SIGN PR 6" D.I P. / y RELOCATED TO = 124.12 PROP. 3/4 I.D., TYPE K j S �� SEE MEET !4 ?� ` � WATER METER COPPER SERVICE LINE FOR PR IIEI _ - _ COPPER SERVICE LINE t-iENT/GRAVE 'F'f 1 {OAii + -TRAPFIC K E 1 Bay �> - "24.5�' ` T _ ; (-EX%[GN TO �` \X. 1 EN RAID CE �_=- -- - - - . ICE E ,1. _ PROP. 3/4 - __ _ -_.__- __. r\ ;^ l ;, - __.__ .�_._ .__�_? � '"IG>VED PROP. 12" PROP. CA PAVEl" TENT LEGEND. ..`5 GONG. - - _ - _ - -t2a.,,r� WV _._ w _._._ __- _ - '' SERVICE AP x6 ' • -�-_ .._ . _._ 1�.�.� CG 12 f X I�„ f. -._ - PROP.-_ �� ,I�! , - �j ._._ T T� PROP. GG-6 - EX. SAN. MH. , �c - _-, 723.73 -123 jo TAPPINGS SLEEVE � � � j E S' !RON WA. R- MAIN EX. U w -- VE 'b a `---t- - -- �. A!'�! 'OP = 124 8~ TRAFFIC D i 1232 - A �YALV '- F , �` - �` "1r' ---_ N -- _ _ L t.. _.._-._ � 'lr8'.i., L \ EX, "WIP�IG?�ESTER -CG 12 !-` 1\ `-_____.----- 4" BM-25.0 OV.D.O.T. RIGHT OF WAY F/L INV. - �' IGHT j ,� „ � PROP. INV. � , _` ' � �- ",32� . NORTH LOUDOUN_ STR T POLE s. EXTEND RbOF DRAIN G TY LIMITS _ SIGN IR - _ f ENTR NCE . I ! ( 122 5fd 1� a EX. CONC, _. .._ �X_ GOt�... - - - 15" SM 12 5A IL IN - 12030� ' TO PROP. U .- ,=2.E6 _ ENTR4i�d -- \ - - _--_ INSTALL 90 ELL AND TIE _• =-mac ROUTE 11 ---- - +�! , >^ }'1� , ' 1 - 120."1, _ _ c� - ! .. _INTO X D-1:1RPL�4C•E--ANY 120 V. P. D_ < ' 6" 21 B 2" SM 12.5A .,� �• �.�: T� ..wTM.��. � ------- -- °Pj - - ::: "PROP. PARKING LOT Its i ED !NE _ E - DAMAGED PORTION OF PIP ELLOU. PAINTED LINE ,_/ -�"�= -- OR_EXTEND AS REQUIRED. SIGHT ISTANCE , j� CLE - N i-IPE-=-A&- REQUJRIl.Q_r_,___ _ ._ ' i 11 CONTRACTOR TO RIFY LOCATION ! �� TO BRING TO GOOD WORKING ` 350 350 y M'4RTINSBUR� P1K ___ _--- AND DEPTH OF OF X. 12" WATER �',1 CONDITION --�w /- U S ROUTS 11 20 lO m 20 40 _._ _ MAIN PRIOR TO CO TRUCTION OF ----.---- _- Di STORM SEWER AND ANITARY SEWER __ .___,_, POSTED SPEED LIMIT = 35 M_P•H. 1" = 2O ' c LE: POSSIBLE GRADE C NFLICT MAY EXIST. , _APB- yXIMATE i ,CrG4TION - - -•- t EX- ABANDONED la" GMP 1` -- PR'.OFEG-`s ;' CONDITIONS PLACED ON THE SITE ,45 A RESULT OF THE REZONING APPROVAL \ �R MILER;, \ OF P.I.N. 54-A-50, GRANTED FEBRUARY 24, 1999 (REZONING 001-eg) O T /. THE SUBJECT PROPERTY SHALL HAVE NO MORE THAN ONE ENTRANCE ON MARTIN55URG PIKE ( U.S. ROUTE 11). -�` - -- -�---- SIGNAGE, TURN LANES, AND SIGNALIZATION SHALL BE INSTALLED AS WARRANTED AND REaUIRED BY V-D.O.T., AND THE CITY OF WINCHESTER. 1-IATG>' -I i='ATTERN LEGEND:X.A.!LDD NOTE: PROP. REVERSE CONC. GUTTER \ \ / ! PROPOSED UNDERGROUND ELECTRIC, TELEPHONE 2. BROOKE ROAD EXTENSION AND CABLE T.V. TO BE LOCATED BY CONTRACTOR A SIXTY -FOOT RIGHT-OF-WAY SHALL BE PROVIDED FOR THE FUTURE EXTENSION OF BROOKE ROAD FROM PROP. GONG. SIDEWALK AND BURIED IN THE SAME DITCH. MARTINSBURG PE TO NORTH FREDERICK PIKE. THE LOCATION OF THIS SIXTY -FOOT RIGHIT-OF-WAY SHALL BE � ; PIKE \ \ / \ OMNI DEPICTED ON THE SITE DEVELOPMENT PLAN WHICH WILL REQUIRE APPROVAL BY THE CITY OF WINCHESTER PROP. PLANTING STRIP \ \ NOTE: AND FREDERIC< COUNTY. \ DB 803/133 HANDICAPPED PARKING SPACES AND AISLES PROP. FIRE LANE \ O TAX NO.: 54-((A))-81G SHALL SLOPE NO GREATER THAN 2% IN ALL 3. MONETARY CONTRIBUTION TO OFFSET IMPACT OF DEVELOPMENT \ Q ZONE: MI DIRECTIONS. THE UNDERSIGNED OWNERS OF THE ABOVE -DESCRIBED PROPERTY HEREBY VOLUNTARIL)r PROFFER THAT r-- ---.- -f USE: OFFICE IN THE EVENT REZONING APPLICATION 001-99 IS APPROVED, THE UNDERSIGNED WILL PAY 'TO THE TREASURER OF FREDERICK COUNTY, VIRGINIA, AT THE TIME A BUILDING PERMIT IS ISSUED FOR SAID PROPERTY, THE SUM - I OF $1OO.O0 FOR FIRE AND RESCUE SERVICES. Z Lu uj Z z W N O tL ) - N N � 1 Ln c •- Ln Z uj `o W c CO o -t L In a U X L_" a) o a> w t w ham- W :2 w z w 2 w :E w :E Z w O U J D 0 U 0 U o � _ > W O U v `Z o w a- d ofy cwi� QLj W Z J Q Z UQ ~ O Z Z J o O Z Z z Q 0 w U 5 0 U U w w � O m o rr 0 � 0) 0) Q7 - r- CV N W rn rn Q, O O O O Q O O OI � 0 rn N I � 0 -4- 0 O O F' N O N Z ME Aiv O� a Pg• O V -y Q � � w u w Q O W W z E E­QaoE- U) Q O E- a O U � a w O U) DATE: 03-31-99 SCALE: 1 " = 20' DESIGNED BY: RCB/CAS JOB NO. 2210 SHEET 2 OF 5 QTY. �5 f / NOTE: AGGES TO REMAINING PORTION/OF LOT 2 NOTE: PRIOR TO THE ISSUANCE � A BUILDING �" I PERMIT, A LEGAL AGREEMENT SIGNED BY ALL 11 = WHITE PINE RS LAWTO M., ET AL ! FROM NORTH BRADDOCK STREET. APPROPRIATE PROPERTY OWNS S SHALL BE SAUDE �� 1 / LOT 2 DB 279/4S&\ � , t / / PROVIDED TJHE DEPARTMENT PLANNING AND \ TAX NO.: 1344(5 )-1 !A 1 K 4 1" 1 ENTERPRISES ( 122,340 S.F. 1 -FLOWERING CHERRY I DEVELOPMENT ON THE MAINTENANCE RESPONSIBILITY ZONE: PR ( / Do 255/1324 2.51 ACRE5 FO'r THE SHARED LANDSCAPED BU ER EASEMENT � 24 LOCUST 9 =FORSYTHIA USE: -.,,,_RESIDENTIAL ��;� TAX NO.: 13 4(3) -35 BETWEEN THE 52 AND RP ZONING PAi;GELS.4(4 1 I1 �' } USE COMMERCIAL \ \ \ISES\ \ MICH L 5. LJEBER K t M ENTERPRISES \ DB 0/595 { 1 Q J DB 5S4/1569 6 HIGH BERM err / I . TAX NONO.:ICpI 54-(((A))-50 TAX ZONE: ZONE: -2 J \ IS„ d 4 O Q @ �r / LLI USE: RESIDEN I L _0 USE: RET,QIL Q Z �� �� I 5 46 19 54 W 121.99 �E \ 6 w w TOAN AssoclA Es < ? S /�� � , N 5� °51'49" LJ 198.51' w / " 1 1+ o w DB 245/251, 226 51 (ZONING BOUNDARY) F � 'y/Gy (ZONING BOUNDARY) Z N - 5' TAX NO.: 134-((5 )-6 `�' d Q Q l0 C� -� w hs ZONE: B-2 �. I ,' `` 12 - A g�MF USE: COMMERCI L ,�°' 1 ZONE NR ® r 5 21 15 00 LU I& I.58 729 @mo - 28Z 44143 R ROPSFd i �-- CON . DUM S ER TYPIC,4L BUFFER SCREENING DETAIL P IL c� .w/61 r'.. •.> _,- .L..... D1ICs. . _. -• • .. _ 1 �� Fr 4� / // - t^.: V •w•_ .:w '-•. .ram.'.:.- - --. -• -. -. -.:'.•'. ....•. •' - - '-. •.- - .•-.. •-.':: -'-7Y- _ _ \fN INK FE B WE5T BOUNDARY LINE i' B FEN ��< � � � E SWEET c '� -:.:� -.::'�:_::� : -• : _ 13n -t .a _X � 'r1' '"� \ DST $�P`-'::�:��:.::::„�::' -•• F � ``-•_. \ \ ,�, i2-r_E1 a r0 . 10 . . • ::. • :: ' : T ' � -: :...... • . _ :: cONea S ION NOTE LEGEND - _ \ FARMERS AND MERCHANTS r? � P - - _ NATIONAL BANK INLET 26 �dj : : ; ::7 : 6 C -� 2 r� BRA : :::: : :::: ' : - : : : .: - - ' : -.: - 1 8 1. c3 :. : - : ' A' :'�Y ' R DB 139/6 3 `\.� � � _ :-S-=:- � PROTECTION TAX NO.: 134-((6))-2 i2ro 2-'-5 rF J// 5 126 t n r+ pp R' yam'`_ Qo B 2 / / •..•.r• .P,�OI_•- 4,_IrCN W✓:. .1-11► •w 2�- ^ •. •.•.': •..'.•:-. : .:•L-:A-. \ 1.� "V• ZONE:,'� Q / $ , USE: COMMERCIAL 1. _ �26:T®-- _ �- 900 \0 fir, L ;�' r;,Y 72 H/C RAMP P-. CONSTRUCTION ENTRANCE Vic PR 611 128b0 65 < w -�_ w _.- Pg ;•?8 t�! ' '' 1 7* t K• :f: M 41 ro SF' `�- ;�rlr '�,q ' • i_ 28 :..: n r r r -. k• l SILT FENCE POLE MOUNTED Q�IQ'128E M''_ PROF. -} ) • 'ti SF :: H/G PARKING SIGNS 0 U - ^ TABLE't'IZ7 = \ I {i1 (VAN ACCESSIBLE) ten--- LU U-I - �: u • �:: _E; . �tA!✓ : ,.. U aC - � -t�a.8rd".�- , Q ,r P PROP. 2 STORY IY fROP. PATIO ; OFFICE LDG. _ 1800 .SF fo X. BAN. Mi-. I �(�---� OFF G B -,� , >. i �25 . �i - •. -, 8,060 SF 1, EX. BRIG f_• VV / f 36 BcaXE�G'ER WASHING�TON TOP = 25B } LOT 1 S 4 ~ `. :.. �+1:::.-:.:::- ::: FF. = �28.60 U! 0 LM Q - !NV, IN = ii +.6-I ' ,r� _ P4TIC�. �' J MARGAREE L. iNV. OUT 5 14,01(o 5F : {Y p- 1,26 DB 319/481 I (d.32 ACR al r �/ ? 1L TAX NO.: 54-((A))- 49 �U :. / ZONE: RP ' :.:.::.:. IL APPRG'�M:.: ::: ?ira ROP. A u S F USE: RESIDENTIAL I " I .:... •KIND: DRAii1F ELD 1285 ; =:/ r -• I i EX. VETERINARY :'. : ,�'(: : •:: `�`� _ BSMT P j® ' " ,aRE.A PRACTICE - 18:::::::: :: ` SEPTIC STEPS _ l g _ 1 Iy ! ':::. NOTES: 1 T i iM Y rn . 0. g + ANK GH NE N --.. I. A WASH RACK IS REQUIRED FOR THE I _ �,�42 s p :'• 4- '::: :': :..:.:..:.:.:-A ,3.5 O.C. 1286(d L ,- :.:°:_: ( 6, ---- .._,.. (� °- 3 PLANTIN STRIP x 3 DOOR y. w= _ `'� PROPOSED COPNSTRUCTION ENTRANCE. ICI ( K r 1 t /t 5-PROPOSEDT 2. A TEMPORARY CONSTRUCTION ENTRANCE 1Z�5m �` = ~^ : �.:.: _ PERMIT NEEDS TO BE OBTAINED FROM I I_ �..:::= 11 x OFFICE BLDG. �; �� .•'.. FARMERS AND MERCHANTS � I p I � : p . - - .� ::::::::: - R P. 6 O,� LGa,, UST ; 128.�40 +�, 9: • : /� NATIONAL BANK - 4: 3. •: - Sf7[-::=: I : OOi DRAIN 12840 EX. 2 51012Y ; `! V.D.O.T. PRIOR TO OBTAINING A LAND DB nl/(03 '�t t 20' ACCESS t DWELLING tA�C NO.: 134-1(6))-1 ,� ct1-:-:I::•- _ 121.13 i r F.F. _ 128.82' � "-�" r-• `?�' DISTURBANCE PERMIT FROM FREDERICK ' R PARKING EASE _.. X -'-- --(2 SF- t l� 'ih57 :. EXISTING COUNTY. ZONE: 5-2 Ili 1 , 1 �" NEDGaES' 3 K � . n Ex "9Q�9 T :.._ DWELLING COMMERCIAL z ' I _ :-.- f 2 PO CUI�ERED H=2Q,' r I _ Inc 2 P USE: C I � I � t((�) COVERED : � 1 • :: - !! Q 1 / Z- Ityx AN SEVEN (1) PARKING 126 :- - --._ EX. ENTRANCE D I IZ`iV--f..a 3 _ �•� .:-:_. � SPACES SERVING THE EXISTING TING X 24� ::=.:::.:.:::.::•:::: : :: ::._•: •: :.-- W RO <Pg� ILI VETERINARY PRACTICE AT THE i / :�_-.. ::d? ::::: ::::::::;_:::=:::::::::::: :::::::::::::':.:41 _ J :? i PR T HIGH OPAQUE FENCE INTERSECTION OF BROOKE ROAD WILL BE PLANTER : �.-'.::::::::::_:.:.:: ;:. :'•; :: �26m::::::. a' , . `D �C,WSx : WITH FIN( HED SIDE FACING CLOSED BY OWNER WITH CG-6 CURB At x n o0 T E ONCRE G LOCATION SHOWN. ALL ON . SIDEW r K !a MAPLE 24.1 -:O - I TING o: M XS o A M Nt FROM E cn AND/OR PA VEMENT E AND PARKING 111 LOT 1S TO BE I V=i2 .. 35PJ :-.• -: - o. ENTRANCE / I END W/C. - :.::. ..:.:: 4�ry REMOVED AND THE AREA 15 TO BE TOP �I 't 1 "' SOILED AND SEEDED PRIOR TO FINAL I_ _ PRO, GG3 '� -'�- _ : 0_w br., - OCCUPANCY PERMIT IS OBTAINED FOR - 1 _ ..�,- � tea. - .,- ` � ST®NE LL PROPOSED 2 STORY OFFICE BUILDING. ; 1 P - DI-3B P "33'S6" ` 38.24 P. F.N. l LP ��' �� >� , o.. - _ ? ---__ L WA -1210 POLE MOU ED PROP. 3/4 wl"I A PR . 6" D.I�P. S RELOCATED - I � /C RKfNG SIGN - ` - - - �E ~ �` ~ \ / i �' ,` j TO i24.�2 PS PROP. 3/4" LD., TYPE "K" SEE 0, EET 4 �� - WATER METER I 1 EX. .2 1 SCOPPER SERVICE LINE FOR Pk I E� _ CAST IR0N UJ.4TER '�?,�+ X Y� _ _� P. _ - f' � � - - � -`� A`' PROP. I" I.D., TYPE "K" cf�1 //J�� -Q- R MEN'r'`GR'`-�! %°'iX _ COPPER SERVICE LINE i QTY. ripCJiG! r r `-''`i r.-�.'-il_1�•P .' '� = rye - �. - F jam--- -_w-- W / - _ . TRAFFIC` / '_ r . - -` Q - -- __. ` - �'� 16 ®= WHITE PINE w L - E>!. DI c. N5 -- -' \ Q Z \ ` -_ - EX. S _ _ _ _ __ -C� a� ,� - ! i 8 =FLOWERING CHIERRY w ,X. GJ1�.'B �12.4 50 _ 9 IGN TO - - b 8 ~- - 4 p ENTRANCE / -1 3r �, -` �- - _ �_ BE REMOVED PROP. 3/4 N 11 T - ` b PROP. z w \ _ _ �._._._. �._ _ _ -_ �_ PROP. 12 x6 .- i ' GONG.- 123.5® WV � _ SERVICE AP 123.13 -._ _ i2340 TA9 ING SLEEVE PROP. n� Q �� . � ��- ` �r _CCz-12 I __.__ _ ! EX �2" G T IRON ijJ,y' iER 8 � = FORSYTHIA 6l H J W PROP. CG-�o -. EX. BAN. I t�!. ` E' __._:.__ 45 /„ RS HIGH \ f Ate X. CURB -123.21 - _� �- . _ _ __ 1 ?�aIN \ TOP = 124.87 TRAFFIC _ ,4Np�v,41.�1!E _CG-12 - �` �� - - W --- _ _ ' \ F/L INV. = 1i8.i9 LIGHT \ EX. "WINCHE5TER1✓/ 123.222,g - = �� 10 %OPAQUE 0 \ NORTH LO f2 5' PROP. INV. I I 12250 _ - -,:©; _ --122 - FENCE - -- UDOUN STREET POLE EXTEND of D AIN CITY LIMITS SIGN IN = 'T2030� ' 2.43 EX• GONG, Z22•I� -- �'E>C. Cp - \` - - _ - _ Q 20 +i ENTRANCEN _ _ _ _ E;, :--1 I: ! -_�1. __._.... 12 2 0 i E . c - _ u.cJ. ROUTE 11 _ __ _. ___ � \ �� E Uri` - --__ --INSTALL 90' ELL AND TIE "2i�a8 Ex. cups - 12a.11�` 5 =� 1 „ rD x. NITS PA[NTEp tf 0- INTO II:t: REPk.�4GE---AN_Y I``NE Q DAMAGED PORTION OF PIPE gL_ ''ELLOW PAINTEp L;NE _ -`` �- - -- OR EXTEND AS REQUIRED. SIGHT (STANCE - �., iRn �_- 1_RED:.___ __ 350' 350' � X X iL CONTRACTOR TO RIFY LOCATION I X TO BRING TO GOOD WORKING �- = MARTINS�3URC Plr'<E --------- i , c� __+- _ U-S• ROUTE 11 TYPICAL BUFFER SCREENING DETAIL - AND DEPTH OF OF X. 12" WATER X �� CONDITION '�� _ -- y----- - ---- o MAIN PRIOR TO GO STRUCTION OF ----- -- --._ _- -� I / / POSTED SPEED STORM SEWER AND ANITARY SEWF_R: -- --- _ __ .__ - -� LIMIT : 35 rr.P.H, NORTH BOUNDARY LINE INt fM-�2125 } POSSIBLE GRADE G NFLICT MAr'r EXIST. M-- -- -___ _ __ 1 - APPROXIMATE LOCATION � _ EX. A1:3ANDONED 15" GMP 'O\ 122 - - - /� INV»7L.Fe � � --'- PROP. aG-1 RR MILE PO T _ SEEDING SCHEDULE 411 \ I. TOPSOIL WILL BE SPREAD AT A DEPT OF 2. PULVERIZED AGRICULTURAL LIMESTONE WILL BE INCORPORATED INTO THE SOIL AT A RATE OF S2 LBS PER 1000 SF. (2 TONS PER ACRE) Il 1 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS PER 1000 SF. 20 10 0 20 40 OMNI (1000 LBS PER ACRE) DB 803/133 \ 0 TAX NO: 544(4))-81G 4. SEED MIX WILL CONSIST OF rood% KENTUCKY 31 TALL FESCUE AND SCALE: 1" = 20' \ �,� -' J Q �/` ZONE: M1 33% SERCIA LESPEDEZA. _....-- j � USE: OFFICE -- 5. STRAW MULCH WILL BE APPLIED TO ALL SEEDED AREA AT THE RATE OF -- '� c 3500 LBS PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSFIED _ ---- --- -" -� I I ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. I TREE LEGEND SYMBOL QUANTITY NAME NEIdCL ANTING AT TIME OF PL -v P REMARKS A 28 COMMON OR LITTLE LEAF BOXWOOD 36" HT CONTAINER PO 16 PIN OAK 2" CAL 545 RM 16 RED MAPLE 2" CAL 545 WD 3 WHITE DOGWOOD 2" CAL 545 Z Lj..� L.1 j WLo N co N I N � o I N - LLJ -0 c U)o 0a -t a Ln .-- U Lo3 v X �� <n v) c W c w cn z z w :2 w z J z w :2 z w z w z 0 M 0 O H W a D Q U z O z W _ wU a U 6 o L 0 w _ >_>- z Q d z Q m U j � Q 0 o o U 0 0 U 0 w a m � w � w w o rn I co a rn I co o I r7 0 I 0 T 0 I r- T 0 I N0 I 0 0 N N �- o T �f 0 A � Cj o N z `-r o O Q z -1- I U) O E a O 0 U U Z � U Z:I w� ww U Q W �wUl C;6 O U Z �Qa�U) U) U) Q O O E- W a0 U ,tea Q a ad <� z O U) z R DATE: 03-31-99 SCALE: 1 " = 20' DESIGNED BY: RCB/CAS JOB NO. 2210 SHEET 3 OF 5 PROP. GRADE 725 EX. GRADE ..... ............ ..... .. ....... �1)p V C 23 4 SCH, 40 @ 2.45C, 6" GASKETEO s.0 I R. 35 SANITARY SEWER 720 151' @ 2 78' 6 PVC SCH. 40 O SANITARY SEWER @ 1. 7% 1715 I +50 NOTE.- CONTRACTOR TO INSTALL, CLEANOUTS PER BOCA CODE -------- -- 1 1+50 SANITARY SEWER LINE PROFILE SCALE.- 1 " = 20' HORIZ I" = 5' VERT e r I Tolb MO wyyn Own I, foor uns col, oflaf:7fit" It all CC N,. els'nou IT S1­1 A Cere Ir -1, rat, (I. CC It V-1dift Sidi­111 d.., Ill.din. 1. b, I, 11 11 W RU, Ct ­b di 9.11., n )& 0- 6. FT11C1q ALl'i IT MuVIrodlW rl N PEII fOR USE AF �POCARLE 5rnE[r 6 C(WNECFVS MO COWMCNCtAL sla, Coi Ell. r,u rreric "tcfantist 1 0' a AT, 51.1dard IV IT sw 2U3)O RADIAL PLAN - - - - - - C.P-i- Joint A A -1 • I SECTION GC J'a F ? 0­ 1, d.dy PLAN VIEW V­411h $to- or 6. a. Stan. I?d A1.0- I" C A TANGENT PLAN EdIN of SIOL11., I - 0- ISOMETRIC I, Oplinn.iffiri tl�l 4"Si ci i VIEW ..... ---------------- h.. SUd. CC-11 W LN.d to, ..1ron-, Dunk a I, M., 01- Ith vDOt P,olnd f. P-1. St.,. Coop.� 1) ­ ­ ISlit CIC I CV 1 11 Vsad. NOTES r D IdA AM 11dar "V f r f Is INS Is A jlf",j�S to, S11.0 C-0- 'Mf"disrs AD " d~d # WV sn, dc,i Ini; j Co. I- f.t1h or IIW hi sfr011 ­1 "�I 1, 0-) 1,. daid,fa ­Wry nO, ft I'low be _y_ 12d Ons, Ed_ I b. I-I.d In fini'll, flow noril.coad . -It_ 1,- .1 l2d. 5 111 In. -1-r. I a, CC 6 Flolld Ties, of Orb OV III ft li " NW[�r .NA ro­ nod, 0, by WV W. SECTION A - A A R.4.1-b A, comYAwllon snobWIS.' b.d gtl,l .".rime. I b. L ... II-Nd I ,and Th. R1W An. .-Il 11, plasIns,"'Of ­19 am f-doi -I- --ri P.1p..... Aid,, VN .id. or 1.11 A4. ii ,,d rpEPrd 'D ENYAWE Guidelines for Grade Change D Ct,'-Inn 11. .lh Std,nli SECTION A -A ""' "i "'n"Aic rIWI-d WIS In' to P.FOOLAd V- ta 1!�fdr I" bi I'd. I' l4r,o,ni, CG 3 or C ti,. =I -I.- IN. '[OU,rTC.(ArS 0, AYrlr­rrD nrI,y Tall. "-. Wddldl or I., -e, - IVy. Slan-d I. 1,. adin, Ad _fAr. EM,­ vaidnn, D.,i Malin - CIA Ia,,Va -1111st -11- ant I'd lor OIN to, IINn­1c C-1 1.0 ­. Ih- ISO. v101 0 1 3 x S Cori SId-11 old f-danod atiolei I'd-'. coninNivinld- ..,Slandi C, -12 In, Curb Po-p -1, tall Consi 1. ..sd Ih IN. SI-d.,d -s'aini Cn,v-& ,q r"s, ad/o,"'. -old- ­ Ini In Itn­1 1500 150D VPD1 3 1 6 w- Ih. i In4t. --t ­4­ TNntick,aled "welly . I,- w as In, _154_b old ",:1. 1'. to. M" tidn 500 VPD) 6 1. 0 z ­o0a, .0tn 0- si ,aif In co,I-Im �Ifh Sro,sa,d Ci al 001.11is �b forls an IN$ 511,slIld Isbare _11_ .did b. of- 1. A, DO adit.- '. _,"le -abi. -b inc.... Ath. dI �tih. I adid ... I pro, ... d .ids= 7 1 SECTION B-B 11I A-' A 111. 11 dWild I, A clIl- CUb Rj�j ft ft s,n,Al of Nov Or Of dy-Ad R, Its, • EVI­ rl.msd,­Il1.N r.eran C-0 11-1, 1( C'nosal Mn �Inii all V~, .1 . _ , 1'ri to al 11­ A -0 Ilr d1.1 o' rai 111� adit's" ii Ini In Es am ANN, id old, d, Is, I((Id ;I ji clas-NI's I, Is Its- an ,-I 11y" Or I'd-'s OP on., I-lin. .,di unit is ­ .11, "di Or s- 5 It IJW tylifis rIVP­Nd J�Ad ni M lonrld abi �N,N rjM Ij,­ �djlanllll.. fll.lkdl�Ild,�'l�,.�.wlll�l..11.1,1.-. - - ­10, .1 CURB RAMPYasNx.l ON small'. AnN,.( METHOD OF TREATMENT (PERSONS WITH MOBILITY IMPAIRMENTS) CONNECTION FOR STREET INTERSECTIONS VORPINIA(IIIARIMEN1 Of IFINASPORTAntiti 507 AND COMMERCIAL ENTRANCES 411111 -fA-AALJLJL 7:A`i S-A A" 1:1111 2=:-LALL_ BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER *W SCREEN CORICIIIIIIETIF 0-00ir CRAM PXTM TAW10i %IWIOW FILTEIVIED ASIDE?? STDNF:�Ilii SEDNIMENT 110110,117 Sclai 27.4' lill"DW 51ttV CLARY A%4iT SPECIAL APPLIC4 nON THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW C4PABii IS NECESSARY TO PREWNT E)(CESSA-F PONCTING IN FRONT OF THE STRUCTURE I GRAVEL SHALL BE VVOT 11 1357 OR 15 COARSE AGGREGATE SOURCE VA. DSWIC PLATE 3.07-8 (V f%p^ P-0 % T 2'4 C.r Me ALL. "A_rF_PLIAL_ ra epe F 9_0i -r "s, I 7 3==K==- CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES 2. EXCAVATE A 47X 4* TRENCH UPSLOPE ALONG THE LINE OF STAKES FLOW J. STAPLE FILTER U47ERW I. S4CKnU AND COMPACT TO STAKES AND EXTEND THE D(CAV,17ED SOIL IT INTO THE TRENCH. FLOW SHEET FLOW INSTALLATION (PERSP£GTr4E VIEW) FLOW AJ A PCMNi A SHOULD RE hVilli TWAT POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 50DRIff fmor ifistallidtfaii of 5&w aid Fahrx flar Barrier kr Soillivaid CdrddIK MC PLAT 10-21 Sittinsixiod all Ii STONE CONSTRUCTION ENTRANCE K*,24r", `,"'Et K5,01 stow am i eaii IT am SIDE ELEVATION W 8 I ro ANN, )7 let cd9w Ill"I'leff L I., ITT I -M..nw AID SIODIME,`l -mmmmoat toe/ OF` omm � 01411" opow." PLAN VIEW 3-lan FIVID? CEm SECTION A -A _7 AowuAm SECTION B-B MUKE MO half INJ *AW Rolitri kr W Trom aliff kkiii and life. ZW Alaef 3V­1 08 Z) O LC) ti �UOQ__ ­j W C) CL. -t; V) LAI CL to Lii 2+50 NOTES Shoping of manhole and inlel in"'" in A" Alliance fth this drawing is to OPP)y 11 those sn-- t1 •pe, liod on piano all drawing,h­ .r.." IF "'. is III... h.-I or sir attar Mali or droo Intin 4 11, N farmed and 1-1-Nal in .11ind-1. win oi3Oi 0. standard or lold.1 d,dMnq Th. Inve rt ItOPIrg as d.W.Il Iln.- is 1. - Pin .0 .1 A 11-Cd .-Il Co__ mi.-f-, 1. Class A 3,,C ... C'...." hot 25% If -'As ni as To 4" In ­Zv ­d c-sio 0 • was., tn.cl, bnaI.- brim AT innni ".rl 14- . :7 I= A'. 0.11 r.meln 0.- .1 in-, 'Istong as ... nion In. I., s.ai pda.... Ant, Each ri " d,OP I'll is A " "OPld ndilld"olly to best fil thn, W01011 Intel I'd Idist 101liti-l- dId r_ sr., CL. Q) C) "4 725 . ..... Q_ Lll�j ....... .... . ..... . EX. GRADE 720 110' ' 18"CONC. @ 0.77, EX. 17"x24 0 RCMP @ 27- Z C) L k-4 QII O Q) Z II C) C) ­j __j ILL_ � N C) k cl� (i Zi C L 1_-�, Q) N Q_ Q_ k Ld p r o � N II UC� + + EJ "< Q) 0 +50 1 STORM SEWER LINE PROFILE SCALE.- 1 20' HORIZ 1 5' VERT PLAN SECTION O-B METHOD OF TREATMENT IN MANHOLES IIFICA Eli STANDARD METHOD OF SHAPING MANHOLE 8t INLET INVERTS 302 VIRGINIA DFPARTIVIFNT IS-1 I PROP. CURB PROP. GRADE 725 X GRADE 720 IRON OUGTIL __NE WATER L Z Lit � LLJ _j � _Q)_ _j Q to cr_ Lu (Z 00 �k trj + DI-3A-3 u 14. Ix CC to As Idd- 1-1 .1.11111, E.- JAM1. 1 ssli Is AIN pd.. Air 8 1 Sid am olsls T F­ Is C- S 1e IL-2 cv- 01. 1i A TAPA 8 T *NOSE DETAILS +44 4-4� + mfllmm I �1 ) - f. II IIc T� 1- .1 C.b Is. Ali A wrnl 0.1w o C-1, Cannot C,drs C al sW V., st LAN I. As _."i - i I MI. P A Owls In'. ­. mo1 Ii sd­...M ..In 1. ­b I, -b .::;W, is, Ai SECTION 6 -0 - - - - - - - - - - - - - -- - Typ. A - d­ll•i, In Is .... Iss. E_ ....... nh CG 3 6 CC-T 5--ol 2-- FRONIn. ELEVATION 1. Si.d.d., 14 CN. 1. 1,. -d A b. 1 `1•db nor .a ­7""'d I,— ­­g I, onn'" ..r. ._. -1, 4 1,�d 1. Ih. a.1I.. 03 4-1, 0- an in SO-11 D. inert 1".., 1. 51d IT I For dinnin,lon, And li-lills, will 11 4,12,12 '1 "1 -4 .a DI-3A DI-38 DI-3C SECTION A -A ---------------- is 0-1 D•>J 1*1 nd: .... . .. DETA.L WIEN USLD 1*111 111 *1 Ih. 111-1.1. L.,rh not ICI sn P­ AOJACENT TO CURB on_.. In. .11. ­11 ts­ or li ­11.1�:,-"' OtlIg P.1-111 rd d-r.l.. III HOUT UUTTER 141d . .. ...... n ,tor Sheet I of 2 STANDARD CURB DROP INLETSPECIFICATION 12"-30" PIPE MAXIMUM DEPTH (H) z 8' AIEFE REMC VIRGINIA U PARTMENT 233 1060R 1640 _1 114ANY.'8114TAIION _ 302- C ty of S [ DdstrdiUnlclhllsysolima as ­rnt If Public UUNi T.i- M.- -Isinnis ssittlis, At: IT SIR" X 314' nss- by UN QW ( Winsh.-I Y Yak, OsdIs Vrw - Fend ni HHCAI4323TD • Ydiii Ul - Fs. YSO2 car, .... I. Stat, - Ford 314* nri F31000 • =,, a.. C7. X3! - ..,Herdinirs, ... 1, -1 • M. 11-- la' A X30 Iso.-An, ­.n.,I.- 4= A^= ­;'7 W Denal No. Typical Residential Witter Service I 5ig'X314' I DETAIL OF REQUIRED 3-FOOT SEPARATION (Per 6ists, 10-(o-23) LIGHT POLES (MEASURE TO CONCRETE! BASES IF ABOVE GRADE). MEASURE TO DRIP LINE OF FURTHEST PROJECTION (515-04, FACIA, LIGHT, ETC.) IF CLEARANCE LESS THAN 5'HIG44, OTHERWISE, TO FACE OF COLUMN OR WALL. \\ ovt4*44%0 TREES AND 5wit1m (AT INSTALLATION) UPRIGHT 6GN CARELESS EXPRESS 'Dh'tW. DELIVIN" To YOUR PWNT DOOW 7 AMR 011t L J PAM*42 frA" 0 rtAwsnI ae PlAx sLom a, F-APIC111413, ei PXxeoAttOw Cft §UOW PAN2POW -AMCM- di DEVIATIONS TO MAXIMUM SLOPE WITHIN 3-FOOT ��nw FADl L L BE CONSIDERED ON A CASE BY CASE BASIS.1 of Winchester dard Utility Detail irtiment of Public Ullittles 1) All fire hydrants shall be traffic maxiii 2) Restraurls can either be all thread rods (stainless steel) or Nlfai flanges. 3) Lead valve Shall be restrained to the main line 4) 4 1 i2 - steamer no=e facing roadway. 3 WAY FIRE mY:F-1147 GROUNC AZ_ i- /AL:is ECX 0 :0VER' 7T ;IRE TCRa.N7 kill �_ CU Yr- 157 E70NE IN 7 iA_­ VA, V F CCAIC. -HRUS7 SL.)CK (2 CIj. FT. MIN, I nc Ay::FANT- ,ra Detail Revlseo:_ Fire Hydrant Installation I Date: 0 +50 WATER LINE PROFILE SCALE.- 1 20' HORIZ 1 5' VERT Iv Ai ALUbA w 'Task PlI 04^Ct, -PL"G~ap F-^P.KIWG Is lie VWITMI IPV"PICA'Tboftg 9Y.Al1I1ldi bOL-T T- 11111ris. . TU Oe w 17 o,4 I / &• c4a-vii m-A-rwo lisawtv I awaii-Tv, A040 vlelies swirL.-ruse militTeli Ili Clill"4C. PIL-LAP P-11"ll Z"4110'P'PW'VICP'C w"Pap vAEATW&1W_-Mi C.Ar. P^IwT opt L- 1p dii *6^CK 0.vattrag As PA 0' 01rP VTL. 11"Ire Bal"IHM WITH Caliti 3'ai eA. WAY Tw-u F-Irs Afli MAP44iI`ss4& r,>eTAIL- N,V"Te No SIGN 4r-, " 5 E C L d-ys a- 714 A W k `51' To 7H re FA<--e,o C_Ljp-g 6 "X6 I OX 119 ....... WWMI 8" CONCRETE A. 4,000�0 10 O,-0°0,-0�0�0�0�0� g2o�o!o�,2,2*�62062o o 4N MIN./N. 21-B 0 0 0 0 0 0 0 0.2 DUMPSTER PAD DETAIL (NOT TO SCALE) MAGNUFORW" M RCS SERIES - RECTANGULAR CUTOFF LUMINAIRE The Magnuform III Series offers an ae!slhelically-styled rectangular housing with sharp cutoff for a variety of distributions for any lighting application. ViAlth a wide range of optical assemblies the RCS Series is r.deal for shopping centers, parking areas, malls, commerccial and industrial complexes, roadway, or any area where - luminaire styling contributes to the visual environment ''The RCS unit is available in tOO-400 wait HPS and 175-4400 Metal Halide. Housing - Lightweight, rugged, one-poiece formed and welded aluminum insures smooth cconstruclion and weatherproof integrity. The luminaire its pre -drilled for mounting to pole or wall Ballast - 180'Cmsulation, -20'F startring (-41 HPS), 60 Hz HPF ballast 50 Hz ballast awai able - contact factory Lens Door Frame - Extruded frame with rigid corner bracing and die-cast zinc latches to permnit tool -less entry DIMENSIONS ta for servicing. The door has high quality silicone gasketing to seal against entry of insects, climt and moisture. Decorative silkscreening provides for concealment of electrical compartment. Lens -- Flat, tempered and impact resisstant glass. LEKTROCOTEI Finish - Two mills minimum of electrostatically applied powder coating, high Temperature bonded to the surface for maximum adhoerence and finish 413-) hardness Standard finishes are bronze, black, gray and while See ordering information. I Additional Features -Fully gaskeifeod for all weather operation U.L. 1572 tided and suitable for wet locations. ified for outdoor use. IP suitaltbdity - IP55 C SA certified (591 CATALOG LOGIC A 400S - 3 P 8 - 1 - PCIR (203 min1 oMrr x. B10- .­ ­AGEs.L.CE Ir6 rat2, 2 Ira Min, I A" 1- s - 19a, 4, o­-o' vERIPON 3 L 21n 271VV, laii 6e Uj Uj Uj 0 (.0 00 - (I> 00 (0 _j C71 5 1 0 Uj U-) Uj C 0 0 J__ a to , 0 a) X a) 0 > C D LLJ V) cn LLJ C/) 0 In w Z Lj U Z W LiZ j :2 0 I-_ Z Z 0 cy- 0 0 W Wu C) 0 0 > W LL_ 0 >; C) LL_ 0 LIj LLj a_ LLJ ILL C) LL: � LL. af LLJ LL) a_ W 0) rn 0) 0) (7) 0) 0 0) 0 It 0 (0 0 (0 0 M M 10 DO 10 M 10 1 01 1 NiNaliali Pit, r- ) N3 Q!) V) Co (N C-4 0 . _a '< V;2: Of 0 C) " Lighting, Inc. U) HUBBELL LIGHTING PHOTOMETRIC REPORT RCS-A400S-3TX A TEST NO HP 02767 SOURCE HIGH PRESSURE SODIUM TYPE IV CLASSIFICATION CUTOFF > LAMP S51 (CLEAR' EFFICIENCY 3w, WATTS 4m GATE 3, WAT5 KIACiNUIF (nRk' In LUMENS APPROVED ISO&T-CANDLE DIAGRAM ICOPRE VALUES BASED ON 25 FOOT MOUNTING; HEIGHT no- lip 2 12-9 51 32-t- in 2 25 An... �_, �i d 3 111150 1 37 C) 0 Z � U �Qaww �D E­ so 1 2 4 5 6 1 1 0 71 31 11 1, Uj NOTE TO CONVERT TO 250 WAITI "PS MULTIPLYFDOTCANDJ AND LUMOFN VALIIFs 9YDSS TESTED TO CURRENT IES AND NEMA STANDARDS UNDER STABILIZED Lighting, Int. LABORATORY CONDITIONS VARIOUS OPERATING FACTORS CAN CAUSE ED ifl 3 DIFFERENCES BETWEEN LAB DATA AND ACTUAL FIELD MEASUREMENTS E- - h., 2o00 EhiWay. (ChnistionslOtirrit, Virtillits 24073.15" 302-6111 - Fill (SAO) 382-15m -Tole. 23.7407719 i 4.11,11,01.1ght"ll , . Inc.. 870 Brock Road StOoLith. Pt,kelsing, Oritsi LIWIZB. 19061839-1138. Fax (5305181319-9106 . Telex 06 981M ubb.l: Canada, flerilmill England IVIK42-7SH Tsil (44 214) A55444 . TPli 82001 0 HLATITP.41, Ltd, R-ld Close Woburn Rd hind ESIAle, Ke-p9lon, . 0 E- L Q) Q) CIL cl� +7.210.1 PROP. GRADE 72.5 EX. GRADE 8" 21-B 720 4" BM-2 1.5" SM 2A Q) 0 +50 SECTION THRU PROP. ENTRANCE SCALE I" = 20' HORIZ I's = 5' VERT a 0 0 CD CIE) DATE: 03-31-99 SCALE: AS NOTED DESIGNED BY: RCB/CAS JOB NO. 2210 SHEET 4 OF 5 I _ GSX RA i L f�'©AD NOTE: PROPOSED UNDERGROUND ELECTRIC, TELEPHONE AND GABLE T.Y. TO BE LOCATED BY CONTRACTOR AND BURIED IN THE SAME DITCH. rl QD Z W W z z w T N O c,0 L0 pp N N I O O C •- � N L(n O .0 J � (D O N Lo L1.1 � C (n C O O 10- s a� U O X rn V) L- L- N O O T W (n Z 0 [n W ff W Q 0 co00 04 �- a a PRo � J J 0 � U Z � O ►-� U Q W U W z E- � W � C'3 Q /' 0 W o EQ o a w 0 DATE: 8/20/99 1 SCALE: 1 " = 20' DESIGNED BY: RCB/CAS JOB NO. 2210 SHEET 5 OF 5 Cl)77 0 M M 0 N O O N 00 C) 0 3 7 X W 0 U 0 N N T i' U) U) _o N s 0 Q E 0 i ,m GENERAL NOTES VD0T CENERAL NOTES LEGEND VICINITY MAP 0 _ Z EXISTING INTERMEDIATE CONTOUR 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of - 33 City construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion EXISTING INDEX CONTOUR 330 ,��" W and Sediment Control Regulations and any other state, federal, or local regulations -+ W o 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or PROPOSED CONTOUR 40 ��� ➢+ z NLO u must be provided prior to issuance of the site development permit. The approval of these plans in no way Ions, the most strip ent shall govern. _ EX E P rn _ O op P 9 9 EXISTING EDGE OF PAVEMENT i relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment � �- � � � .� PROP E/P WINCHESTER o _ Control Handbook. Owner must obtain a land disturbance permit from Frederick County and the City of V2. All construction shall comply with the latest U.S. Department of Labor Occupational PROPOSED EDGE OF PAVEMENT CORPORATE O SITE c Z N I o Winchester before starting any land disturbing activity. EX C&G -A N :3 Safety & Health Administration and VOSH Rules & Regulations. EXISTING CURB AND GUTTER LINE / RO rn W w Q (0 0 j 3. An approved set of plans and all applicable permits must be available at the construction site. Also, a PROP C&G E ROAD QD Z representative of the developer must be available at all times. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, PROPOSED CURB AND GUTTER N. LOUDOUN Q - � shall be in accordance with the current edition of VDOT's work area protection manual. STREET J O O I o 4. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Furthermore, all traffic control flaggers must be certified in accordance with VDOT's EXISTING TELEPHONE LINE T �OQ ��v� �p ,1, Q -J j LC N 3 Control Devices (MUTCD). January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. PROPOSED TELEPHONE LINE T T C lv �� J 1r- Q) 5. All unsuitable material shall be removed from the construction limits of the roadway before placing EX V4. Design features relating to construction or to regulation, control and safety of traffic may EXISTING STORM SEWER . 15 RCP v O z }.. W Z O 0, embankment. be subject to change as deemed necessary by VDOT. n DO W v~i 0"" PROP. 15 RCP _Z w =LO 6. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less PROPOSED STORM SEWER W Q than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT SCALE: 1" = 2000� 3 U w P P Y Y 9 9 pp Y land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER rr��� Z W Q 7. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated PROPOSED SANITARY SEWER V L I'- LL w Lo on the plans and as required at the field inspection. V6. If required by the local VDOT Residency Office, a pre construction conference must be PROJECT INFORMATION 8. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE E PP PP PP 0cn be minimum 6" diameter and conform to VDOT standard SB-1. contractor, various County agencies, utility companies and VDOT prior to initiation of work. SITE LOCATION CITY OF WINCHESTER & STONEWALL MAGISTERIAL DISTRICT FRED. CO. VA. °' PROPOSED ELECTRIC SERVICE E E Q) O 9. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for EX STREET ADDRESS 909 N. LOUDOUN ST. (HOUSE) & 901 N. LOUDOUN ST. (VET. PRACTICE) O >, one litter receptacle shall be provided at the construction site. any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE WINCHESTER, VA 22601 j NEW STREET ADDRESS PROPOSED OFFICE BUILDING PROPOSED GAS LINE G G 10. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to inspection. �° entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take PARCEL IDENTIFICATION NO. 134-((3))-36, 134-((3))-35, AND 54-((A))--50 Lvtn whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE adjacent public roadway through construction and maintenance of a construction entrance LOT AREA CITY = 1.00 AC. COUNTY = 0.58 AC;. (B-2 ZONING DISTRICT ONLY) condition at all times. in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FENCE LINE DISTURBED AREA CITY = 0.72 AC. COUNTY = 0.58 AC. 11. * Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitary Furthermore, access to other properties affected by this project shall be maintained 9Y company P / Y EXISTING POWER POLE -a- PP CURRENT ZONING B2 sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut through construction. CURRENT USE HOUSE & VETERINARY PRACTICE sheets, and connections to existing lines. EXISTING TELEPHONE POLE TP PROPOSED USE VETERINARY PRACTICE AND OFFICES 12. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during standards and specifications of City of Winchester and/or the City of Winchester Public Utilities. and at the end of construction. EXISTING FIRE HYDRANT � FH BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED = 2Ei' SIGNS: NONE PROPOSED 13. The location of existing utilities shown in these plans are taken from existing records. It shall be the V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATER VALVE w 8 w OUTDOOR LIGHTING: AS SHOWN. ALL LIGHTING TO BE SHIELDED 1"0 PREVENT ILLUMINATION contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATER METER O WM P Y Y 9 OF ADJACENT PROPERTIES. prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing SETBACKS BUILDING: FRONT: 50 , utility verification and the proposed construction. V11. Any unusual subsurface conditions encountered during the course of construction shall be - HANDICAP RAMP (CG-12) SIDE: 50 BUFFER (B) 14. The developer will be responsible for an damage to the existing streets and utilities which occurs as a immediately brought to the attention of the engineer and VDOT. Work shall cease in that DENOTES LOCATION OF STD VDOT ® REAR: 50' P P Y 9 9 vicinity until an adequate design can be determined by the engineer and approved by VDOT. CG-12 AND/OR JURISDICTIONAL result of his construction project within or contiguous to the existing right-of-way. STANDARD RAMP CONSTRUCTION 15. When grading is proposed within easements of utilities, letters of permission from all involved companies V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PARKING INDICATOR 12 CITY OF WINCHESTER FREDERICK COUNTY must be provided to City of Winchester Public Utilities prior to issuance of grading and/or site prior to placement of fell. INDICATES THE NUMBER OF TYPICAL PARKING SPACES development permits. V13. All roadway fill, base, subsurface material and back fill of utility/storm sewer trenches shall SANITARY MANHOLE IDENTIFIER S F.A.R. CALCULATIONS F.A.R. CALCULATIONS 16. The developer will be responsible for the relocation of any utilities which is required as a result of his be compacted in 6" lifts to 95% of theoretical maximum density as determined by LOT AREA = 43,355.78 S.F. LOT AREA = 25,469.02 S.F. (132 ZONING) > project. The relocation should be done prior to construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width STORM DRAIN STRUCTURE IDENTIFIER mi of any dedicated street right-of-way. At the direction of VDOT Inspector density tests EX. VET. PRACTICE = 3,340 S.F. EX. 2 STORY DWELLING/PROP. OFFICES = 2,872 S.F. 17. These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected performed by a qualified independent agency shall be conducted as required in the VDOT PROP. 2 STORY OFFICE BLDG. = 8,060 S.F. O in accordance with state law. In the event grave sites are discovered during construction, the owner and Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to EXISTING SPOT ELEVATION 712.0 TOTAL = 11,400 S.F. 2,872 S.F. / 25,469.02 = 0.11 F.A.R. U engineer must be notified immediately. final VDOT approval. 3: 0� �4 18. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering PROPOSED SPOT ELEVATION 12.32 1 1,400 S.F. / 43,355.78 = 0.26 F.A.R. OPEN SPACE CALCULATIONS Q U V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. P OPEN SPACE = 11,360 S.F. Q4 � X Q, and further where determined necessary by VDOT Inspector. EXISTING TREE DRIP LINE OPEN SPACE CALCULATIONS O '--'14 W W 19. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard roctor AASHTO-T99, ASTM-D698 or VTM-1 as applicable. Density shall be certified b a registered V15. The installation of an entrances and mailboxes within an dedicated street right-of-way �5�� OPEN SPACE = 14,:;34 S.F. 15% OPEN SPACE REQUIRED (3,820 S.F.) H Q P PP Y Y 9 Y Y 9 Y 15" OAK 15" PINE / EXISTING TREE +� 4�� �'' � I 11,360 S.F. 25,4t69.02 S.F.=44% OPEN SPACE PROVIDED W professional engineer and results submitted to City of Winchester prior to pavement construction. If a shall meet VDOT minimum design standards and is the developer's responsibility. E-+ W .r `r ) WF 503 S..W geotechnical report has been prepared, it should supersede the requirements in this note. 15% OPEN SPACE REQUIRED (6, r . r U V16. If required by the local VDOT Residency Office, copies of all invoices for materials within 14,534 S.F./43,355.78 S.F.=34% OPEN SPACE PROVIDED LANDSCAPE CALCULATIONS W �, U 20. Contractors shall notifyo erators who maintain underground utility lines in the area of proposed excavating PROPOSED TREE �PO�� PIN OAK � � WHITE DOGWOOD - 9 Y P P 9 any dedicated street right-of-way must be provided to the VDOT Inspector prior to V) 4. Z or blasting at least two �2) working days, but not more than ten (10) working days, prior to commencement PARKING PERIMETER = 1 TREE PER 40 � ►-� E- of excavation or demolition. Names and telephone numbers of the operators of underground utility lines in acceptance of work. Unit and total prices may be obscured. r^ LANDSCAPE CALCULATIONS PARKING INTERIOIR LANDSCAPING=1 TREE PER 10 SPACES 44 the City of Winchester appear below. These numbers shall also be used to serve in an emergency condition. RED MAPLE WHITE PINE PARKING ARE:", X V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement -0 13,561 S.F./2000 S.F. = 7 TREES REQUIRED 650"/40' = 16 TREES REQUIRED W �+ markings must be installed by the developer or, at VDOT's discretion, by VDOT on an R/W 14 SPACES/10 = 2 TREES REQUIRED > Q a O U1 Water/Sewer: Department of Public Utilities account receivable basis. 228'/35' = 7 TREES REQ. TOTAL TREES PROVIDED = 18 O U) Q City of Winchester TOTAL = 14 TREES REQ. U O E- 2 0-� Winchester, PARKING CALCULATIONS a VA. 22604 TRIP GENERATION DATA PARKING CALCULATIONS ster,0 U (540) 667-1815 REQUIRED PARKING: X REQUIRED PARKING: OFFICE = 1 SPACE PER 250 S.F. p.., CLASS USE PER S.F. TOTAL S.F. TRIP RATE VPD OFFICE = 1 SPACE PER 300 S.F. W Phone: Bell -Atlantic OFFICE AREA = 2,872 S.F./250 S.F. Z P.O. Box 17398 710 OFFICE 1,000 S.F. 14,274 S.F. 11.01 157 OFFICE AREA = 8,060 S.F./300 S.F. 12 SPACES REQUIRED O Baltimore, MD 21297 27 SPACES REQUIRED F'' (301) 954-6282 MISS UTILITY 1-800-257-7777 TOTAL SPACES PROVIDED = 14 EX. VET. PRACTICE - EX. 14 SPACES Power: Allegheny Power 7 SPACES LOST DUE TO NEW PARKING LOT HANDICAP SPACES REQUIRED = 1 PER 25 SPACES P.O. Box 1458 NET SPACES EX. VET. PRACTICE = 11 1 SPACE REQUIRED Hagerstown, MD 21741 TOTAL SPACES REQUIRED = 38 HANDICAP SPACES PROVIDED = 1 1-800-654-3317 TOTAL SPACES PROVIDED = 38 Gas: Shenandoah Gas Co. LOADING SPACE P.O. Box 2400 HANDICAP SPACES REQUIRED = 1 PER 25 SPACES NONE REQUIRED Winchester, VA 22604 FIRE MARSHALL'S HANDICAPSPACES SPACESREQUIRED PROVIDIED = 3 (540) 869-1111 NOTE _., LOADING SPACE I Fire lane markings and signage: REQUIRES 1 PER 10,000 SQ FT j APR 2 5 2Iln" 1 SPACE 10 X25 PROVIDED I Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. P #-C DATE REVISION SEAL COVER SHEET 08-04-99 PER CITY OF WINCESTER COMMENTS Project Name: 08-04-99 PER V.D.O.T. COMMENTS J� j j 1 t-14 fR(E T T A UJ74L L 5 08-06-99 PER F.C.P.D. COMMENTS �T F I\ I I I I 09-06-99 PER F.C.P.D. & CITY COMMENTS f' .� Owner: Address, Including Zip Code & Telephone No. 01-04-02 FRED. CO. PLANNING COMMENTS J : 1201 CEDAR CREEK GRADE MARK D. SMITH • S'a`ME A5 ,4E30VE WINCHESTER, VA 22602 Z (540) 6-18-1628 No.022837� %0 1 Z� ' � i Developer: Address, Including Zip Code &Telephone No. Ar SHEET INDEX '�:IONAL 5,41"IE 45 45OVE 000*4*00 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE COVER SHEET SHEET 1 OF 5 GREENIJJA4 ' ENGINEERING WINCHESTER, VA 22602 PROFESSIONAL SEAL & SIGNATURE (540) 662-4185 SITE PLAN SHEET 2 OF 5 LANDSCAPING & EROSION & SEDIMENT CONTROL SHEET 3 OF 5 THESE PLANS ARE IN CONFORMANCE WITH APPROVALS DATE: 03-31-99 PROFILES & DETAILS SHEET 4 OF 5 CITY OF WINCHESTER STANDARDS AND / ORDINANCES. ANY DEVIATION OR CHANGE �A�f^!�'o���OL SCALE: N/A SITE LIGHTING PLAN SHEET 5 OF 5 IN THESE PLANS SHALL BE APPROVED BY FREDERIC OUNTY ZONI' JG ADMINISTRATOR DATE THE DIRECTOR OF PLANNING PRIOR TO DRAWN BY: CONSTRUCTION. L�-- , S �� CITY OF WIN H TER D EICTOR OF PLANNING D CAS FILE NO. 2210 * SITE PLAN VALID FOR (5) FIVIE YEARS FROM DATE OF APPROVAL SHEET 1 OF 5 NOTE: ACCES TO REMAINING PORTION/OF LOT 2 I I \ U ERS LAWTON,,M., Et AL f / FROM NORTH lRApDOCK STREET. \ ' sA D � � / � LOT 2 DB 21 B/490 TAX NO.: 1344(5R-1 �� f `c K t M ENTERPRISES ( 122,340 S F. � 1 ZONE: HR `� �,� Ga 00 255/1324 1 2.51 ACRES \ \ USE: _ RESIDENTIAL TAX N 134-1(3))-35 ` \ 24" LOCU5T `'/ / \ \ 1 ZONE: B2/HR USE: COMMERCIAL MIGH,4EL 5. WEBER `' / �� -� 111K t M ENTERPRISES \ \ DB 894/1569 \ DB 0/595 / I TAX NO.: 54-(lA))-50 TAX NO.: ` ZONE: RP �- ZONE: -2 v USE: RESIDENTIAL i �U USE: RET,QIL LOAN t ,4SSOCIA ES 9 � e „ 1 o w o I II DB 245/251, 226 51 N 5i 51 49 u1 198.51 U w S 46 19 54 W 121.99 .�{ (ZONING BOUNDARY) ' \ Q t y/G (ZONING BOUNDARY) ' TAX NO.: 134-1(5 )-6 I Z n / N ZONE: 5-2 �l0 1, G } I USE: COMMERCI L'` i `' �' ! S 21 °15'00" W 161.58' ZONE HR �34� ~�" •-v� 20" ELM 4 % 129 -4 r~F j 1 1.43 �2�.10 -12-120 128 PROP. CG-6 I „ c� --h �/�O)N . DUM S ER4.AD��1Cs_- ry P W/6 H _ / --� FEN \ - _ E 81�ET -� - X \ \ • 2- • fT P3 S0 ,PAD \ FARMERS AND MERCHANTS '1262 - �w �_ NATIONAL BA / 4y 125.88 OGh1S1 DB:'7- p2 A 5 BRA: ��8�✓c33{. L :: :.;`Y 17 J TAX NO.: 2� < b S 1. ZONE • 5-2 � � @� �' it � � � P - i26.g `' . _-f',5�0P--,� °'�GUNG:.1,11 . tl� - , . ^ • '- �2�.9 ''� _ • :..:.:. . . . ...: . . . � ^� I USE: COMMERCIAL ,. �� n`�'� �;'`�12ro,�0-• _ -� " H/C RAMP,' _12 f: 5�� JF 128.45 ^•-„'-..:.."- . f [ _ _ '� _ _ _ II 128�0 65 _ " -w ". .. . fY 1 -1 l EX, SPEC) _ �8/� - ?Y • -. , ill Tc� 4i / K: 4: M >=NtE ? : " :: - :. W ROOF D IN .--r � -, ` ?'`'>) r ` vt POLE MOUNTED .. r, t P p� : ' _ . := ::13 a C 3 �)-• _ Q� 128b PROP. '} ' _ ,� QI/ 1 a p_ _ _� I H/C PARKING SIGNS Q' ) - :: PROP Q Z E" tHR::::::0 :::: O U TABLES ,`t2"f 2'f : ' G (VAN ACCESSIBLE)tAL - i28b0 LP ^_ i.U--� - ( ct) . _ .:: >�1:: ::::::::::::: ' :: - ! PROP. 2 STORY iY - K PROP. PATIO OFFICE BLDG. 0 1=X. BAN. 1"i-,. M� + ��- O _ �� T-\• .. cv f- ".- �258`? l �' 80(00 SF �4 (Q U1 _ 3, " e, 0X,FLDER, �; - i + / LOT 1.1 E: - K'Q TON ,* - -� O FF. - �28�00 LLI Q PATIO. - -� :':: :: _ : : : �, MARGAREE L. WASHING QQ .. Nq DB 319/401 - I' m.32 ACR U fY Q :::=::: ::.' 8 r LL -._ TAX NO.: 54-lKA))-49 _ - :. 'p ,4P, RO� TE _ ^" ? . :.: ZONE: RtP I 1 t �:-: iR01'. �A1fl IKINCx: : I CRAINFiEL� ry �' �285^ .._:�,:..� r, I I EX. VETERINARY _ AREA USE: RESIDENTIAL j to PRACTICE-: - �:=:::i. � SEPTIC _ �� 5TE1 � - as _ --"- TAit,l� C+�1MNEY " _ ii 3w2 p� 3 PLANTING STRIP ;' x ��' DOOR = , _ 7 �:' 'tc, AND MERCHANTS I I ::: ::1Z¢�.50 • :: Ur -t; r .. a -_ ��: " ::.: 0- • .. - _ � PROPOSED FARMERS NK a ::: RdP. 6" x OFFICE BLDG. 3 BA :: 64 7Z6.1 :: r 728.40 J r NATIONALj' _ I. OO).DRAIN EX_ 2 STOR`! , DB 191/�038 I - I - 128.40 tp DWELLiPvCc ' !� TAX NO.: 134-((6))-1 +� 20 ACCESS t �� I tt-t,'., - PARKING EASEMEN :t : ¢ I �2'1.13 �2Fi,32' "_ _ ``:- /' EXISTING ZONE: 5-2 I t3 `� 6, f-.-� iEDES ~ --�2��3? _ t�K.. " er - i - x EX3�5 T- 0 ' i��LELL ING �? C i USE. COMMERCIAL f 1 I I I �N=20 / 1 Ia l 1 CODr P O R o •/ t x 35 _ i 2 I , I = r. _ r2 : ' • t ) =: ��-�. - H 20 � P G AND SEVEN C � J PARKING .�., � • :: r ::: - - - S ' - � : �2� Y _ EX. ENTRANCE ._, SPACES SERVING THE EXISTING ' .`?:::::•i:::::::_:.J PROP::::.:::: VETERINARY PRACTICE AT THE a ` '11 ::::: :::: :::: _::::::::::::::. .:: : ' :.I'r• /r_ - - INTERSECTION OF BROOKE ROAD WILL BE I 1 i ! lFLA'N,)~R , - CURB AT 1 ::'� .1 0 r 0�+�.T CLOSED BY OWNER WITH CG �o I-._'_._.__ 7 j �,---�:,- - - ''"�;:".:=���••' R_ ; i E -- I\I H/C R MP - - - -::�?�.•SRk�1�_:���1~J.1�!••..•:'::--- - r.-. r W A CONCRETE >% -' c _ L � � -� - ' �; ::: 'L LOCATION ON SHOWN. LL / �.._:._. . C I �----.-_J :::: �..:..: � : - .I' . • • ` .=-:, - . .: - : - - - LO ` _QNC� „IL•3EztJ ':' • • , fir,,, '� AND/OR PAVEMENT FROM EXISTING I _ 4 h T I TO BE (,. ENTRANCE AND PARKING LOT S END W/C. V REMOVED AND THE AREA IS TO BE TOP i - �: ',gar i _ - PROP.. CG- - SOILED AND SEEDED PRIOR t0 FINAL 4 - _ `- - -- _ ___ _ .-- __I _.__.__ _.� - 131.3 PRO OCCUPANCY PERMIT IS OBTAINED FOR 1�0 0 ` �`."" / - ((, ' C:! PROPOSED 2 STORY OFFICE BUILDING. I P DI-3B P 5 20°33'S6 llT 338.24'P II . .H. ( .�, �2. 1 POLE MOU ED PROP. 3/4 WM i 1N . J ` _ _121.0i �PqR;pf= . (o" D•I�P. RELOCATED �' , TO �24.�2 /C PARKNG SIGN PROP. 3/4" I D. TYPE IIKII__ / `,-- -� S COPPER SERVICE LINE `-SEE EE i �4 ``? .R WATER METER ( i �� • -- / 3I FOR PR - - '- �� P• S N�c ".. N..tygL"K� fv.. COPPER SERVICE LINE _ � iENTiGRA' 1"'I' •�� + � .D., T ' t_ _ __ ` `'2�3roE _ -.- - _. _ _ X. _ $�+ .__ (� -2-irO �hlm - 0 �- -E%C, !GN TO I, - - -- _-- _ _ - PAV�E1�IEr�T LEGEND -- : RANCI- -r-- \ l `?3. r _" ---- - _ E I�"IOVED IC PROP. 12"x o -- - - - �2 . _ PROP 3/4 6x 1 �� �_ 'EX. I2 i1 \ PROP. CG-6 _ Ex. 5AN. MH. ' CONG 23.5sii �.� V _ SERV E AP , __. �p --- _ ._. 23.�3 �23. TAPPING SLEEvE PROP.,f�`��� _ W C45T itRON ' T --- _ EX. Ci)@r3 ~221 - _ ---__. _ - --_ '41. VA CG-12 `- �� _ _t ____--- _.___ �UA:ER ir!glN 8" 21 B �C,P 72« 8�I D _ \ F - ICsHT \ ' EX. "'WINCHESTER �3��+ _ __ �._ �. .. �;� - 41I I IN'/. - 11E'>.1� 0 PROP. INV. /1 } "` "12250 � - �^ /r - -122 II M-25.0 vD.O.T. RIGHT OF WAY :.NOi�TN LOUDOUN STj� T �Lq EXTEND ROPS AIN G!T't LIMITS" SIGN 1..5' 3 art. CO"iG. ----- -' - - _ 15 5M 125A iL ---- _.__ IN = i2030� r __-_ O - ;----E.-X--1Tal�C=�20.11 ' �` R, NCB ���.1� NT � 10' _. _. ROUTS 1 - 2�.� , <ib8x c�aR 7a0.=1 �--------=-._.___- INSTALL 90' ELL AND TIE - k� EX. ' HI"("E P4IiNT� =-- ==-_L �- �-��-�:_ _.._ � ED L 1NE-- .. - 2 SM 12.5A PROP. PARKING LOT ly _ I � 4. INTO �X_17t-�PL-AGE--ANY 120 V. P. D. ' E '-'A(N' ED ', (NE- t t DAMAGED PORTION OF PIPE SI --�_.__._. ___ GH EL�Oti,' Pr�;NTED LINE VJ' - `-- ==-==- `_� OR EXTEND AS REQUIRED. T ISTANCE \ __ „W I �tEA�v- fP -A€� R >. Rl -_ -_3s0 50' ____ _ i_ _ M ST INSBU�� �' f i Q CONTRACTOR TO RIFY LOCATION "I TO BRING TO GOOD WORKING AND DEPTH OF OF X. 12" WATER r ! � �i CONDITION ---``�j-v�= (� 5 ROUTE � 20 10 0 20 40 MAIN PRIOR TO CO TRUCTION OF -- --- ---- - I I STORM SEWER AND ANITARY SEWER: - --� I / POSTED SPEED LIMIT = 35 M.P.H. POSSIBLE GRADE C NFLICT M.41` EXIST. _ _ -' A'fiRC3XlM 4 (E LOGAT90N _____ _ I I EX. ,ABANDONED 15 CMP22 6al--- -- OF-ROF. EC-` CONDITIONS PLACED ON THE SITE AS A RESULT OF THE REZONIigG APPROVAL a TIL`I \ OF P.I.N. 54-A-50, GRANTED FEBRUARY 24, 1999 (REZONING *01-99) 1. INGRESS/EGRESS THE SUBJECT PROPERTY SHALL HAVE NO MORE THAN ONE ENTRANCE ON MARTINSBURG PIKE l U.S. ROUTE 11). I-IATGH PATTERN LEGEND: \ -+ - SIGNAGE, TURN LANES, AND SIGNALIZATION SHALL BE INSTALLED AS WARRANTED AND REQUIRED BY V.D.O.t., AND THE CITY OF WINCHESTER. \ / i� a '` GvX R...:.lLROAD NOTE: PROP. REVERSE GONG. GUTTER \ \ / PROPOSED UNDERGROUND ELECTRIC, TELEPHONE 2. BROOKE ROAD EXTENSION AND CABLE T.Y. TO BE LOCATED BY CONTRACTOR / � 1 AND BURIED IN THE SAME DITCH. A SIXTY -FOOL RIGHT-OF-WAY SHALL BE PROVIDED FOR THE FUTURE EXTENSION OF BROOKS ROAD FROM T " MARTINSBURG PIKE TO NORTH FREDERICK PIKE. THE LOCATION OF THIS SIXTY -FOOT RIGHT-OF-WAY SHALL BE PROP. GONG. SIDEWALK \ � '� OMNI DEPICTED ON THE SITE DEVELOPMENT PLAN WHICH WILL REQUIRE APPROVAL BY T"HE CITY OF WINCHESTER PROP. PLANTING STRIP \ \ �/ DB 803/-133 NOTE: AND FREDERICK COUNTY. HANDICAPPED PARKING SPACES AND AISLES TAX NO.: 54-(1 A))-81G SHALL SLOPE NO GREATER THAN 2% IN ALL PROP. FIRE LANE \ \ � - � ' � /f ZONE: M1 DIRECTIONS. 3. MONETARY CONTRIBUTION TO OFFSET IMPACT OF DEVELOPMENT --__ USE: OFFICE THE UNDERSIGNED OWNERS OF THE ABOVE -DESCRIBED PROPERTY HEREBY VOLUMTARILY PROFFER THAT _ l -'' IN THE EVENT REZONING APPLICATION 001-C39 IS APPROVED, THE UNDERSIGNED WILL PAY TO THE TREASURER OF FREDERICK COUNTY, VIR�sINIA, AT THE TIME A BUILDING PERMIT IS ISSUED FOR SAID PROPERTY, THE SUM / OF $100.00 FOR FIRE AND RESCUE SERVICES. `.J z uj W Z Z WN o co 11) 00 N N � � � c •- � N Z J o N Lu -o c o0 E- �: X �� cl) cn c iw cn W :2 w z_ J w LL) w Z 0 V) w o V O V f- v w a N ) 0 z O U 0 z O U c� z _ W Q_ 0,- a w J m z Q J Z Q J s � a n U `` w cn 5 Q 0 D o U � W a 0 W ch � w W I_ 0)cy) I I p) rn I o I 0 I N 0 I N 0 1 Q p o i o I n I 0 i r T 't 0 T Oo- -00 �ZA � ME 00 a N �. o N z r an U) m O � U C;� Q �a ww � �� Ob- FM Q W W a o � Ei Q O E- Q O ao O Ix c a w O i%) DATE: 03-31-99 SCALE: 1 " = 20' DESIGNED BY: RCB/CAS JOB NO. 2210 SHEET 2 OF 5 QTY. 11 Ks = WHITE PINE = FLOWERING CHERRY 9 = FORSYTHIA ro' HIGH BERM QZ :3 �F- w Q Q _ 5' -' w � 101 W TYPICAL BUFFER SCREENING DETAIL WEST BOUNDAR'' LINE 1 1 I�AEL 5. UJEBER pg 0/595 TAX NO.: ZONE: -2 USE: RE51DENTI L i r! U5E., RETAIL / ut U w ,' S 46 °19'S BOUNDARY) ` / (ZONING B ~ / ® � �'�SC GN 6F 3 20" ELM73 / .q�COD - - - - - 12 cJ -- - 1.43 I 121�0 128 R� ROP. CG- 1288 O ® s�--4 CON . DUM S ER : ; _ - - - 1 J�I�. ® 4�cFF-vOiNG E 51ET _ 130 \ _ - X N L ItvK I`E E .t'7 _ � 2 - 1 S• ./ 0MOP..I ' ::'' -D •,11RlGive:�-.":�::::.�:=:::::-::::-:�:::::::::::::::""--::::-:•::�:�:: . \ r• ��. • -f2G�.+4� : � : � ::::::`.: • '" - 73'i:{l • � : : fill CONC. ION NOTE LEGEND FARMERS AND MERCHANTS FARM --� P \ e .E E BANK � 2 NATIONAL / Z DB 139/626 // 7: : INLET TAX NO.: 134-((�0))-2 5.._.•. -. . PROTECTION ZONE: B 2 USE: COMMERCIAL �n / P _ _ A ,, 'h U-1 �:.. P : E. : ? H/G RAMP 4) co : w;; :' "� a r l) + / ® CE CONSTRUCTION ENTRANCE Qi K >=NTE ilk I ROOSHED F - ��_ �� 1 1-1 g (L,: . POLE MOUNTED SILT FENCE P "4 : ;} : H/C PARKING SIGNS osr LP .� q%� ` U 1 �: _ :. "- O . U TABLES Z- tHf�: 0 (VAN ACCESSIBLE) �.- 't212� : / •. s LL - CSC _ cl1::: : :- : - :::: - : :.::. _ . " ' PROP. 2 STORY lY , N FfROP. PAT I U w EX. SAN. r r OFFICE BLDG. - - _ /�r.� .-- Q r r t800 .5F - r 0 TOP=125.89 , 4- I - _ R Ex- >�Rlc / ® 3Co BOxELDER LOT 1 S A _ Y _ '3f" FF. = 128b0 11! �M / ?'_ K Q _ 'Q _ -P ,TIO. 0 0 -�- $, WASHING r :: . • :: A.- - -E (y ,, - • /!� MARGAREE 319/481 11.2 14,0-16 5F iIl:: - 8 _ �: t n03 , t r �� 0 !8: q DB INV. OUT I _ p, 01 U . w J 0.32 AGR pp:_ Z u ', :.1 &-1� '�� 2 r`{) 8U TAX NO.: 54-((A►))-49 1 , _ 'r ^ USE: RESIDENI17IAL , U �, 3 �r S F ZONE: RP I I�'K1Nrs:. I DRAINFIELD 1 ( j EX. VE �RINARI : n'(: : : -: �': ::•:'::. _ BSMT / f r-7 ::.:: _ : AREA P !! I PRA ,:ICE j-:.:.::_::.•�:..: : SEPTIC ( - II I 0 r F, F _:: " T ! STEPS�� - --- NOTES: , J F 3 342 ( -A 3.5 O.C. AnK _ GN MNEY J 1. A WASH RAGS IS REQUIRED FOR THE i p� : = : - : : 128b0 f - 6' �' PROPOSED (CONSTRUCTION ENTRANCE. I °-'.: :.. 3 PLANTIN STRIP x L3' DOOR 1' _ r- :ro': :�`� / ,� '--` 'r' ''j cn fY *90I (L : E = ; j ' : r 2 ATEMPORARYCONSTRUCTION NT PROPOSED 1E ENTRANCE . FARMERS AND MERCHANTS ; I- " f R P. 6 x128.40 OFFICE BLDG. �.3�::: `�::::- PERMIT NEEDS TO BE OBTAINED FROM NATIONAL BANK B : g : -: : :.1 _ - 1 4: 3. : .: t>7t : _ :::I O RAIN 0° LC UST ".- EX. 2 STOfR T- �~ ! V.D.O.T. PRIOR TO OBTAINING A LAND DB 191/(038 1' �t 20' ACCESS 4 _ 1 ^ 121.13 DWELLING r ^,:: : , f DISTURBANCE PERMIT FROM FREDERICK 'TAX NO.: 134-((6))-1 IuII PARKING EASE - F.F. - 12882 : EXISTING , COUNTY. �Q; -"_ j ZONE: B lY NE - '-�`1 3 t� A . tK . - r X - ! -312 SF- l-) 'ih 5'1 1 �l DWELLING USE: COMMERCIAL w i I �~ `.?G�5 Ek.0g 74 0 r t : 2 F,© CO1'ER'EI� H= 20' ! Q• r l j f Iul j i CC7`�ERED� -f ,t :: - RC I z 1 w j I IY EX. ENTRANCE AND SEVEN (1) PARKING IN`✓=125''3 IN . 26:•:•"� _ SERVING THE EXISTING - .,24 �l�l C SPACES SER 11u 9 VETERINARY PRACTICE AT THE , I - :��... `:. :: :: 6* ::::. .::.:.: :'._. •. •. .: lo.DO: ::: .: .'1 : INTERSECTION OF BROOKS ROAD WILL BE PLAN, `r=::'::: :::4= :: : 5 :' :::: :: -: :::: :::• :- ::,GGE38.iA$E1'1L1�FT.? ".::. _ :a:::: ¢ PR ,� HIGH OPAQUE FENCE oar. WITH GG-6 CURB AT I ,: =: 11 - :: n, `4 LOO�lSl ::' o . / WITH FINI HED SIDE FACING CLOSED BY OWNER _ X. . H/C �MP FARCE LOCATIONSHOWN. L CONCRETE ON 5I 8 MARL! - AND/OR s i -124 RDP PAVEMENT FROM EXI TING _ • t`.i`�:-•..E •v�" o. o- _ o ENTRANCE AND PARKING LOT IS TO BE END W/C. Iry REMOVED AND THE AREA IS TO BE TOP__-_ Rpm r-rt_ ',- T FINAL x 1tt 1 � (3 '- 25-1�-:-:::_.:-:•:-:�:"::::: - SOILED AND SEEDED PRIOR O J 1 O 0 OCCUPANCY PERMIT IS OBTAINED FOR - „ LP �� ° �Qa" STONE WALL PROPOSED 2 STORY OFFICE BUILDING. ; P DI-3B 'P, o-. - --_.% / P POLE MOU ED 0 33 56PROP. 3/4 8 P. F.H. f 1. -_ 122 I I S IN 1 = 121.0 /C P RK�G SIGN „ „ PR . 6" D.I P. S� �E~ RELOCATED EX I " I TO 124.12 PROP. 3/4 I.D., TYPE K -� SEE SLJMET �4 WATER METER 2 x Ig COPPER SERVICE LINE FOR PR I El C,45T IRON (.UATE�; '"?SIN _h , `." P .9i�. 'yF , PROP. 1" ID., TYPE ��K�� 4 bNG..t�.4LK-� ^ MENT/GRAVE , IX' 1 P: 83P� _ -- - /� - -_ i \ �- - �`` _ - «: - , .-. _ - -- - - - - - o COPPER SERVICE LINE i - _ I .� r _ _ TRAFF C -._-X'..=_-=-- ------•-__ -- W+ /-------- BOX ,�'�. ` �Q�� y E ry�'j• � - � - 12rn.3a ---. ,25_ 4" Sa-IRUB�'1 ii,..., -=- - --� - _�- �[ _ -_ EX. DI -1 S!Grl~�a_ E _ F,p EX. C1 s.--- \ / ENTRANCE #- -EX• SIGN TO PROP. 3/4" PROP. 12 xy pP 0632 - PROP. l 123.80 _ BE REMOVED \ \ � GONG. 123.50 Wy " - 1` PROP. CG-6 EX. SAN. MH. `-----3c S�RVICE AP �e - , CG-12 f EX. 12" CAST I 123.13 123. ¢> TAPPING SLEEVE PROP. o o IRON WATER \ PAD Ex. CURB 123.2i -- ,qN , _,� R MAIN \ TOP = 124.01 TRAFFIC ` D._yA1 CG-12 _ \ F/L INV. = 118.19 � „ / 123.2 22.49 _ i �� �`� � `•. �� �. a �` W \ NO POLE \ tq Ex. WINGHEBTER PROP. INV. _ _ NORTH LpuppUN STREET EXTEND RbQF DRAIN CITY LIMITS" SIGN 12.5' 122 50 2.43RG�+� `\122.16 ~' - = Ex. C "f22 _ _ E E T TO PROP.1 U - -- _ __.__ IN �2030 EN , i�,4 CE-� --� ---4-i�1'�[.-_1�.11- � __ _ -- _ 122.01 21b8 - _� EX. CURB ~ 120."ilx ROUTE I I - -_-- - \ � i0' � INSTALL 90 ELL AND TIE J - __ _ __ _ _--- = _! f EX. HITE PAINTED LINE 0- INTO UIHITE PAINTED LINE "'�► -"-�- - "--- = =� I DAMAGED PORTION OF PIPE SIGHT � _- -----_ - --E-DBL. YELLOW PAINTED L,NE � _ �- _ �_ OR EXTEND AS REQUIRED. ISTANCE a1✓�2 -.� c >= z1 P ,��� _ _ ism' I"1,4RTINSBuRG a-- CONTRACTOR TO RIFY LOCATION "' i X TO BRING TO GOOD WORKING -��=� 35�- _____- PIKE -- AND DEPTH OF OF X. 12" WATER X ! w CONDITION MAIN PRIOR TO GO TRUCTION OF -- - - - _- , - / / u-J- . ROUTE 11 ---- DI STORM SEWER AND ANITARY SEIUE-R:l _ __ _ POSTI=p SPEED INV= \.` POSSIBLE GRADE C NFLICT M,4d�EXIST. _ -`- ---- _/ / LIMIT = 35 M.P.H. 2I �+ APPROXIMATE LOCATION---- \ / I EX. ABANDONED 15" GMP -- -- - -- INV=120.55 22 - - PROP. EC- I \ RR MILE PO T ISEEDING 5CHEDULE 1. TOPSOIL WILL BE SPREAD AT A DEPTH OF 4". \ / Q � G5x RAILRO,�D 2. PULVERIZED AGRICULTURAL LIMESTONE WILL BE INCORPORATED / O ( INTO THE SOIL AT A RATE OF 132 LBS PER 1000 SF. (2 TONS PER ACRE) 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS PER 1000 S.F. 20 10 0 20 40 \ \ V w �\ OMNI (1000 LBS PER ACRE) DB 803/133 TAX NO: 54-((A))-81G 4. SEED MIX WILL CONSIST OF 61% KENTUCKY 31 TALL FESCUE AND SCALE: P = 20' \ ZONE: MI 33% SERCIA LESPEDEZA. USE: OFFICE / 5. STRAW MULCH WILL BE APPLIED TO ALL SEEDED AREA AT THE RATE OF CIA i 3500 LBS PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSFIED I I ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. 5AUDERS, LAWTON M., ET AL !^ DB 219/49�, i TAX NO.: 1344(51)-I ZONE: PR USE :�RESIDENT IAL CUF3 TORN 4 ASSOCIA ES QUA<F ? 9 � DB 245/251, 226 51 �I+r TAX NO.: 134-((5 )-6 ZONE: 5-2 C� � ck8 I 12-A USE: COMMERCI L NOTE: ACCES REMAINING PORTION/OF LOT 2 FROM NORTH �7 RADDOCK STREET. I LOT 2 'c K 4 M ENTERPRISES 122,340 S.F. l Dg 255/1324 2.51 4CRE5 TAX N 134-((3))-35 ZONE: 52/HR USE /COMMERCIAL \ Q k� N• N IV/ \ \ Q� N 5-1 °51'49'° UJ 198.51' (ZONING BOUNDARY) '® 5 21°15'00" U1 161.58' ZONE HR NOTE: PRIOR TO THE ISSUANCE PF A BUILDING PERMIT, A LEGAL AGREEMENT SI NED BY ALL APPROPRIATE PROPERTY OWNS S SHALL BE PROVIDED 7. THE DEPARTMENT � PLANNING AND DEVELOPMENT ON THE MAINTENANGFE RESPONSIBILITY FOB THE SHARED LANDSCAPED BUFFER EASEMENT BETWEEN THE 52 AND RP ZONING PARCELS. \ 24" LOCUST \fv� K 4 M ENTERPRISES \ \ DB 894/1569 TAX NO.: 54-((A))-50 ZONE. RP TREE LEGEND SYMBOL QUANTITY NAME HEIGHT AT TIME OF PLANTING REMARKS A 28 COMMON OR LITTLE LEAF BOXWOOD 3(o" HT CONTAINER PO 16 PIN OAK 2" CAL 545 RM 16 RED MAPLE 2" COAL 545 WD 3 WHITE DOGWOOD 2" CAL 545 V Z uj uj z z W N o cfl 00 N N � I o I uJ _ L h W v � Cc I o0 U X cn cn (D c rn` w (nn W w w w N w V) w z O w0-' O w Z g 00 Z Z _ U 0 0 a 0 w J O z Q rl z Q d rY U w > X Q o � v o 0 00 0 0 w ^ o m �LL- N LL LL- w rn I 0 rn I 0 I 0 00 I o i I h i 0 I rt 0 0 1 h o o0 01 0 0 I N r- 04 � 010 A N� � a 0 N o �r z PRo� 04 O U) I� O J � - a ZO O U co O Z Q awwW W C()WzId L� z 0 C CO f) Q o P��-, O E- W a., O U ,� a � Z O Z V) z DATE: 03-31-99 SCALE: 1 " = 20' DESIGNED BY: RCB/CAS JOB NO. 2210 SHEET 3 OF 5 m Fr CU O O ClJ Ln CU ClJ CD 0 C rn CD a, 3 C) Ll- IZ t 0 CV CU aJ CJn / LJ) 3 O i CD U L Q E CD L Li 725 720 715 10 U PROP. GRADE EX. GRADE 78' _ 6" PVC SCH. 40 SANITARY SEWER @ 1.7% 23 _ 41J pVC CH. 40 © 2.4%; 6 H GASKETED S. Dr R 35 SANITARY SEWER 2.4q i 151 , NOTE.- CONTRACTOR TO INSTALL CLEANOUTS PER BOCA CODE ..-_(9- W WCC Q �W j �OJct� Q O II ^ VJ CL y OCj + cn LO ? N ? Q O +50 1 1+50 2 SANITARY SEWER LINE PROFILE SCALE: I" = 20' HORIZ 1 " = 5' VERT r J rape, MD ti7n dpnn - - ro 0 d W Per Unm11-CC It dap_C-lrpolp, .He II IN .. AdHV n I- _ -rt fin. e.aA- - - - - - _. e en.. �Y Ins TV 1t 4---I,,PIll C'G IlVp.ii 51d 111 C""' I•, o Ya. l'Yln . «'• I 1 a SIdli Swcs'. �. n. n. e. oypl,�,pnMni"l,m Dp�,1 78 1M1n.nSlee.oR .Vid Mr. Cb -?. JI r I� <urb and gutter/11a»dA 5a.2aP0I Sid cc.916'(T 6' rrPK'H AIEnNAILAN �6 ii A Eli CON USE AT A"PLCAnTE 5rRfEr e.. • e. p. - \ ara a cwc/ It'tt CONNECTIONS MO COYYE"CIA • Id, Cb•Wvdd Enro/p I I clofr MITI [ S. e.,. b. .. t.. ' e. • b. - - - - _ - I re, rHaLq 1,.- nroffl0 "Modred 1 R' I Ilmdrbs lHe a.. Carinar:4 t..' • s. RADIAL PLAN Cw� .' FATNAVC,S. f«SroMpdCCIJIM11MJJO rid jI eL°p r.pdnflon,.nl ----- I-V� ------ [.p°nNon hlnl A _J Y SECTION C-C i Nol.' Mi01n "N ' 7.0' or dA Yolnln. iaod.oy YM Pb MalOde Jd T Me.n en IyPIc°I f<c lion _ so _-}�--I--p'o row/[.aid, idd �dp/ � PLAN VIEW F n ✓ F� _ U �Ildei �n • �: B 00[f Y .er. oeQ^ n i� C... ".0 G•e.e c m9•, .ill a Per obn.c c 1 ,0'Pa pbofc Corr• A . -T TANGENT PLAN s Eaq. a 5H«fe•• 0 0• onlmneno. un• sbD• sharp. C'J -------- b ISOMETRIC III Sid. CC-11 I. wed 1„ .nlrm<.. Ml VIEW Mnmh. RRPO.oY - c------------ a f li ------ N c �v m�on.iln VOOI Drolecl A. plrofe • rape $rd.CL J EL I le mod. Slop. crap. - _ p net. the lOao.bp: NOTES p X I Yabin• ,�a count ehW b. cp.0-1rd I' -!If Iti Mdnun Di rpfp Iqd ton ld{l AJ Cb ,II I loll A.1 H petslll.I In flip rlfl/lod /n N •0'LAn. la Slr•el [onitictbn , Ip IM If/W•fn. N.I.pl par• e,aed• -- 514MI1 YAT ---- rygpl,emH b aerN'lodr .Vr•,'rp Ju, tote, [uv tryry /n dr. .leln d Ilp anP ri<p Irnnp rNn ,my (I,- .lnnu,olhn r.ovY.a rn• mdNL,. e IrRn n rI1M,I a/Ir Yr/PI _V_ a l2l o" ecm9 a mfi M dal The dwoc%d, .dcd,M IN,, he palled by on prNrtl agpr purl 70' Dr,Lnpb lo. Commerde Enb. pnvrmenl .CON <m D• omilbd H E __ /n/Jn/? IN" I< a 0 I In. mlrencr1 [aril nU mm al d 1. 5' nn f cc6CG 2 - uV 2 _I _ 'I I_ p LG6 Jlp.nr JidN d 0. 10N ro IPM«I rpalmrnrh Trip rm•v raa a h wfro p« SECTION A - A ,j aodld c,re o. <nmI I. <IIH « ! �- _ - - m'11oN1 tdvrrLt1lpN /dd "Inn rpvl,M nrf. and gpller .hA not I. <on.lrucl.d N raep Ilan 1! pe,.vlrl,M" mlfl be pv,tded ra dix if nrf A rN# od/d,, No,ed D^Vona Iho RlN YI..ii for area [vn be cost In dpn d ,r docwr:er d P,-It rarD rip. Pawl c AI, INN Dlo<emrnl pal poc.a. r aPTH TO of USED WHENr nit f.INAAC[ b Up)f Al Guidelines for Grade Change D Wh. wed H I-J,ncli- .11h Stanford R , w e, Ar Er, TURNING g Ad li A'D N"CVel- C E I ND Invur,w n•e m ro xd • r r cc 3 e. cc r IM <ab lo<. en lM• - 1 ro s rddaf c«rr ro ca+r ° a.n re 1 • SECTION A A c a n RCQ/INfYCMS P- AMITlPAI(0 IICM 7lll.Cf. Cltn-. ,lyd dean drama IIop, Yldnvm [ppNr ewv I' � � 5imdad n la D. edfu.lyd la nNleh IM rnarlc. /r'. EnHme. vel.n. o.fL-dDl. Ira.:_ mo„n1a.H <e.e <pnNgaeron. CID IP .NI be rNi tarp d d fold fp V, 11. tW,od aril pI- Id Igdrq„Ic Crud H Imae Ih- 1500 VVDI 0 Y 3 Y Se• 51mdR•d CC 17 Inn Curb R d<.i eRrf s 12'r< _ 0b Nr 5reewn fro Gpps.d ogM•epd. arde.dl. rft•dr.Inarts. °�' 1, b, wrd .IIh IN• 1., C,,b ••ro r ryrMf r CUNIr lua /� Tart La SIGe It, Corliz b o,M P,ner Ib. I/pvlllw OvIl-, IV w,D /o,rPe do I/a,dN In i'oYn+d Mrd;tm 1500 15M VPOI r 3 / 6 ] WHnn The nlrmc. rrNl celnol occa•..Ndol• _ rNe Item n % b fd MD/MD dN PAIr. IM I.N N,yy repW.":"I, of ho.114al.d h.ory ^^•.w L.. 11... Iron 500 VPDI i 6 % e % Ir uch li all c, con•leer of Ion trio rT be ON- to �"�'•• pRVR o esd In dda alp, W In do/a•Iltrr .Nh 51,wo,d Cc CO T. Its Mp Iona m In, 51pn1O,d Is (ho de In el rid lac rnl propofed N De od IUIN I :me, n IN I p c cot, ode MD cNyl .d m P irle..oAo r e,.<�... h /de, I a0 ov ds a N reed e e my pan M n ad ro rot , ro A<vrae dJ frown m rro ar/w - dero r of ro IN [ I h SECTIONB B rS, .NIT. Ilan 'rl V+MDP, tclel. trod. Nap er f d /My .• b n poldnd N lrryvJerdlaU .Iperer en a:csrloHs rare ! rllnn In, ,Ian d IO011end Ae.M. may De u..d for ante, ante,. IIMIa d Er(Pwf eppr grin flewvli LO•n tvYa«-Ilrp ell mefrlNl Yr tall d p wra, d 1 np� (dull/y C.rW61 d MO , r0/nrf d .Mb llet»dn IJ Irlfrl,p, I ll IM p ro .I I i a+ pm oa.l:el.wra oro pmu[d a r M. de, e%r' �Tr pI h t° rot' e l n l pn rprefldon rrml VU, m JAarn M door OPllonol Ile.Ane moy rrpera w«ping o • fta Il rr.iiiron I!' id flda..aln d vao-vN uf„d h fa,aw .iL', /wary rnrylr,mwJ. p w el,'TV' h Nl, C,glmr.[w aw+e de, n rdad«r li .Mel atop N,w. e -- CdJOrq Ilan tavu.re,,. rf erddaerep INN.t dc. udlm died dare,.,. --- par lion of gp110 to prec,ude ppndinp of .tiler. _ CURB RAMP p"""� "lenAl .lI(n M1 NIIWMI (PERSONS WITH MOBILITY IMPAIRMENTS) 5111 sot 20J 09 Ap+iced 11596 VPIUIt.A llF 1'NIIME NI Ur INNISVUIIIAIrf 111 5w (((--- AYE IT-G cYw7rT`r 7T�iil;r SrA/GI, D'DD T, �...-.t-�A--z'r-z=vrsE D-�rsr •-- yQEeiT4-l•E!.' L/ti6N �AJafY. -.. T =1LClzZ'Ti CfG s iv I I I I T4 )tea Ils•� r�'e• re, Ir i �I I - a lseeaea -J; i Lraj CPA F_ rase,+ I I -1YIS]I Sllrlt7� N N IIT I ' � I II I rJ �W111 l 76 -9- GA-1 E p_.:. -.AL1, BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER I Ie/i[ St:RE'De1 _�_ COfIpBE'IE BLOIC/t clzuu nL7ET1 rx7ERm lur[lz SF1Yt1E71r eaeE srn[EN . 2-r4• TrD00 SIW ' case /FAST SPECIAL APPLICAnoN THIS METHOD OF INLET PROTECTION IS APPUCABLE AT CURB INLETS WHERE AN OVERFLOW GIPABKnY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. I GRAVEL SHALL BE MOT 11 1357 OR 15 COARSE- AGGR£G4TE SOURCE VA. OSWC PLATE 3.07-8 METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRGIN• OFPARIY(NI Or IRNKPORTATION 12D3 I +C tar, CIY^ P-0I. \ II I z.`• K ALL► MAirt•IAL- 'c DC -+--- --- -- �Teo F P�J T b V I Gk1L ipa► 2wN L' I 7ETA/L - BOA/PD FFit/� gR17UN0 G�M�ST�P .4�P1�14 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 47X 4' TRENCH UPSLOPE ALONG THE UNE OF STAKES. e'Aux. Row J. STAPLE FILTER i1A1£RIAL 4. 64CKFIEL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. oar / SHEET FLOW INSTALLATION (PERSPECTNE VIEW) FLOW J A POINTS A SHOULD BE HIGFIER THAN P011VT B- DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SMA11- AGIVW Imm MW46W d 56M ad Fdnc Filler 6iarirrs Era Sadn.trt CarrnatWt RSIIC P(A/E J.0-2 9warrod and 2+50 O W I 1 ^ Z 1 II Q; O jk0 W U W Ql J ? II J �oc) 4_.... _ Z CL (z)�0�p UFO L xL1 Q OCL + 4� +p (5Q�O ±Z I 0 +50 1 STORM SEWER LINE PROFILE SCALE 1 " = 20' HORIZ 1" = 5' VERT IS-1 9 NOTES S mlel inrerl. in \ mdenl 3 ripe marl a ere occordene..Ilh Ihi. drowln Ia ID 1. INN of 1. fill. to Imo,. vreA IT. it Nd pn or wham a �\ of m11.1 pipe. plan• l 0 ,nr.rl of ripe, is pbore inrerl of air ­1 .l. i Mee as op IM.1 H 1. M f orm M one roTheIn•e b occorepnc �- df elpne10 a •10i,id I The m v v n on 1 1 1-1in I.bpee hw* 1111 .ia f con cm • AA e Po d d nN Concr.N. m enfamin p to Cbtl [In 1 3 or C atl Ion I that 23 % of coon. k c oN coo b• u p ov•o r D b .• In dom.Ur ono of Ilan. bolen be, <onenb, B Ck The fl 011, « bok.n m rNe docY EM .urlme ehdll 0. NII Imodln M m IrE�'c1.F L1r,('�i+:• �' I I of herb o-e..ir" Nm. of IM copra• Pggnqd4 an411 r.meln mDaud I I . •'{ ;.?t�:j I 11;' ~ plat• of inrerl AMdnq oa Mown Mr•on ore Id .1-pl. P"... h • • EYrh manhole a drop MIN N ILA be shoptd bar dually 10 bell rl the -- 11 uler In 1 n 1 Im• e e o e on IN cone, Ilan one no, ran quip u PLAN SECTION 0 B METHOD OF TREATMENT IN MANHOLES SPREFERETNCE STANDARD METHOD OF SHAPING MANHOLE 8 INLET INVERTS 302 VIRGINIA DEPARTMENT 'X• I I TV LA ILep I 10 Is e..A ^AAe I M Ll ME �«Ilr F "A IS LESS l-AN ¢g IN. THEN -L•lE G_ccc o� THE F--LAIZFD S(DF G U fz ✓3 r-�A 1�1 F DETA I L_ STONE CONSTRUCTION ENTRANCE 71Y NIL a06awo A /I100 r I >ALMt a°/! C NIL A SIDE ELEVATION Maan.F I I ', �' •`,. < a dell rNamf aasr /r I �FAvfAe nelelc/ �` �r MIa ODMR,tt AdOme[ A >BI.EYI a I nwrw ee..or • Muff otwo FOUL mm of NMWN PLAN VIEW 3• ,a,EltCLM SECTION A -A r-r C= f t l r ca11aETE ao., 5rwor SECTION B-B STW A0/PITO Frpm IXJ hito d STordb'Etr kr W now ad SelfrArlt' lMipL cod ih ar FL* JET7-1 PROP. CURB PROP. GRADE 725 f EX. G� E 720 IRO N _ C11LE - LINE 6 WATER W Z �( W Z J U Q i Q_ k Ij Q W + A_f II.e-SnpoMOpob/Drorm ll DC lobellb[•d In-d «•or°dlry m "_a ••^�'^^•'- ••• I b IRNllinq conN.le to p•r.nl .eltl•m.nl. noMN .1 N')q «Nle,. LI J.I I.-} b eN,wN nln{.a •lN el,•« Galren�e•, enf.ca• ..bid 1. 1.n1 M.le E eronabn loN [rpaYon .bYx- 11z -e A I o s e.dlA--� .7w'rN rNN T 1 I(yI �FA, diode A InIN Fome a Carr � • O FIT n -II 1 iFA T Irrr A Typo e I iiy__...Jytt�--LLre, iiy}--�TTE�J.'jyTTT�T.L^^E f.-D. �e ..W...., I [-< _- �•• i A - _ III ti-�ttt i--i-+� i+L �M-�+-1-F` -_ --, �__ _ .. - I: NOSC OE•141L 5•' 11 ",.-a 1 M r -M ♦ Cse N Cede A.« -1.1 w.n1 s. E4 Iu+1.«• o WTI« Cro<1 l:onlra Jo1'd ew. a N•petc"�­Ad AdAd Ad cr«A Cml,a IbHor .11InlepnlC«e,PLAN b�ewl.: ED,. A. moy b oprlMn In .Wh retl In• NponAbn 1dnlA .-•Ab-! INS.III ppph col, 1. curb o, curb SIN wpm I { Mn E •, I. a L-Y-�.' v-o- P ia' �-i-o'� �__ I I- --._-- L-v.Il.«.- « B - �I SECTION B B L ,*- Al �11 E I . m A Cen.n JMn, MU O •Nee[ O«N a,dE). .r --------------------- wrpN OeNu -1 i .i ON.•r'« * rrp• A :.a. 1a 0 A.I..A. .•ed ere c 11 I ..Le,•.• I .Ill c6 3 a [C -T Lenprd A. t'-H p F•oNsa•, _=O _1 «..• w. FNONT ELEVATION t v. a men d.lN .pal b. m.d N I . Ip•„ r ••r "•'• IOr11r .w-NI .%n CG-2 a CG-6 $lene«e.. 0,3 a,i,«• `Ilor Jwe11 doll ---�• Yalom««.upna. b e. ro[m•d - - i o A m elAm Ire,b.A. Incl.,ml. wu ell o ne out DI H Nil I Ilwn I 11 pipe M bo Orr .I�uci«e IKIn.e,l pl H • ,pal e..r a wlln um.m i ill Ia I- oil ri ll N y b Nob. Lend«d N a aI,MmO d pmuMnp con pm. a Uui A• . mrv;r,np .n M,nn Ind, b, �'h. ewDmlun n.me. �•m..n pe aed n. .mall .1iM .o:Icl.. I v p„< - sonaore u,`o. �a or •ire noN.n. rmm on<n.,.d n,mry m .'!- - f-.' �--I i for d1_41m• w4 r en IIIN• rot I✓— • •MN 1.12 •uN elde of e,....... ' /.or----� DI 38 0I-3C SECTION A -A L l _ 1- L I r e 1 IS -- I .. I f« is•M I•.�_J n, ... « « .. e.N ,ie•. 1. be . [ • r _ y-✓-� The--Olmn _ :+:..«. .. .. w- . .»w-I...wrt.w»-.»re, ..•w:. Iempld. p «Ilbe on me Non it De OC IA:L WHEN USED 'rid i n• In' I enlne o.l loll pipe Ip lap of In. .I •. Plpn'H L•Mln or H« ILI . . ,np-n « pbn.. ADJACENT TO CURB ppwpnmop on fur A ..Hmo11n ,e .1-1 d,m•nAlone WITHOUT UUi TEN .con a da. mm•d be, m. cpan<m, 11-Imurco�uulp�.01 e • o .,Y . • a .r LLI I. ,... rn..,. I. <mr«_ .I now r:rL� .I mq.r.. Sheet I of 2 STANDARD CURB DROP INLET SPECIFICATION 12'-30N PIPE MAXIMUM DEPTH (H)=8' H;rERErx•L VIRGINIA U PARTMENT 233 TRANSPORTATION IOGOB IO4 09 I RANS14 r AT 1UN TO? City Of Winchester Standard Utility D.taa D.oartment of Public U... Typ.p AA.- a.r•,N A- ef: Tep of m•I.r .Mu be Ia' _Ae [ee er m.u. I•.m. .N IN. ' till- X 3/4' mere,e .upp4.d by th. GN .f W ncn.-I • YAM, V,I., V.Ir. - S- _AI BAIL • Yoko Chiles Vats- FrrA I ii HHCAJI 323TD • Y. B.A. - F.. Y302 ' C.rp :i, S,pp - Ford 3W mmel Fa1000 • RN- ado Coro - X32 With ..rasa pentlgon nut • M.1N a" - 1 a• X 30• Nigh d.n«ry Pelvil hLilim N. r� p..• •..N l I 3/f awe � I• Ll--- '1 /�I .N. c.weyrIn I is - � l.•Cape« w,•r l.r `FON tl.,N •N I • lord Detail R.Yls.d: Detail No Typical Residential Winer Sandca Cate: S/8-X3/4' r Acomiral: DETAIL OF REQUIRED 3-FOOT SEPARATION leer Sec. 18-Fh-23) LiGili POLES (T'EASURE TO CONCRETE BASES IF ABOVE GRADE). i MEASURE TO DRIP LINE OF RJRTHEST PROJECTION (SIGN, FACIA, L16-44T, ETC.) IF CLEARANCE LESS THAN B' HIGN, OTHERLUISE, TO FACE OF COLUMN OR WALL. ovteterutn TREES AND 9HRU59 (AT INSTALLATION) UPRIGHT SIGN CARELE38 EXPRE58 YOUR 17[Lry TO 7C/l2 Fg1R DOODOO 0M!• O AMR tilt w F-A/Nb K.ALL, O O r v ref r NA3~ ae 'Lon AlaLa de AqY" PWC eLo" de..Llal.a Ae PAI/CW /TALL PL INII2 OR atwl PAVIPOU I•Ale31tl tNALL MINOR DEVIATIONS TO MAX"JM SLOPE WITHIN 3 FOOT aasriar.wn.n AREA WILL BE CONSIDERED ON A CASE BY CASE BA919. uUltty Detall M of Public Utilities 1) AJI fire hydrants shall be Traffic models. 2) Restr'auu can either be all thread rods (stainless steel) or Mega -lug flanges. 3) Lead valve shall be restrarned to the main line. 4) 4 T/2 - steamer nozzle facing roadway. I 3 WAY I �, i I I v j V l GRoup C � 4r_L: 7A8L= /ALJE 5S \ .va0 _„vER III 1' I :IRE i-iYCR-147 - CL1 YG 157 S-CHE � I v� M \ � IN _IN ic_�Vc_ »Rc.:.S �01 _ --, !-=- VALaE ' UST (2Cli,IMIN. 1 E HY--RAN i - Ord DsUd Ravisea: Firs Hydrant Installailon Date: 0 +50 WATER LINE PROFILE SCALE 1 " = 20' HORIZ 1 " = 5' VERT �' Jf • •T - I t . N/r 1 Ilk I Cab I� I •c frlr M t 1 � • HAWPI4AF"I`EL7 PAptKING XI.�c s�(r�eaoL II•b•/1'-I• TAM�ALUt.A, MA+�bGA►ICC ►AP ,N.. Ts wrTw t&ee.tTl►eUTWi 7Y►�t� 61l1 To TTL. TLA see %"1TeA 9• « CA-,J*A F%-A-MP fVUTf , IrLT1F A640 WMNCPfS Jc'/a%I�s m.Tult►e IexTbue InETs 3•'�'. Calti IILL.p-D Pee1►'. 3-a0a. w/.LAC WATM►TGMT (/tI. ►A,WT L IIIIIIA Alto -KNACK X./II=t T • 11 ►M.fPfT /1►1[ Ms! 'hLl.er1/ UI i'.ie ►A PIT •, i\. •• I7TD nL. ►r►! rILLfD - 'jel' r- WITM GwJC. +TMlti Ills rMAM IRA. WA`I •I I NAIJDIG4PPED PA KItifG SIG N AND M^F44NG DETAIL_.. NvTC : IN"' SIGN 9t-fodi,Ll_ bE GLa,F-M THAW �3' To 'TH a FAe -e, o f C_Ljp-8 lS X6 X wwm 8" CONCRETE o°o°o°o°o°o°o°o°o°o°o° oo°00000°o°o°o°o°o°o°0 4" MIN. 21-B 0 0 0 0 0 0 0 0 0 0 0 DUMPSTER PAD DETAIL (NOT TO SCALE) MAGNUFORM) III RCS SERIES - RECTAN(GULAR CUTOFF LUMINAIRE The Magnuarm III Series offers a3n aesthetically -styled rectangular housing with sharp crutoff for a variety of distributions for any lighting applicatilion. With a wide range of optical assemblies the RCS Series is ideal for shopping centers, parking areas, malls, comlmercial and industrial complexes, roadway, or any area Nvhere luminaire styling contributes to the visual environmient. The RCS unit is available In 100-400 Walt HPS and 175-400 Metal Halide Housing - Lightweight, rugged, cone -piece formed and welded aluminum Insures smocoth construction and weatherproof integrity. The lumimaire is pre -drilled for mounting to pole or wall Ballast - 160'C insulation, -20'Fstarting (-40'F, HPS), 60 Hz HPF ballast. 50 Hz ballast available - contact factory Lens Door Frame - Extruded firame with rigid corner DIMENSIONS UL bracing and die-cast zinc latches tco permit tool -less entry for servicing. The door has high clwality silicone gaskefing to seal against entry of insects, din and moisture. Decorative silkscreening provides for concealment of electrical compartment. ---- -T- Lens - Flat, tempered and impacts resistant glass. LEKTROCOTE' Finish - TWJo mils minimum of electrostatically applied powder COEatin9� high temperature e iadherencen f13 rpm d for max murm d finish a s 1 bonded to the surface hardness. Standard finishes are bnronze. black, gray and white See ordering information. Additional Features - Fully 9a5sketedfor all weather r _ _ J i for wet locations, . t 72 listed and suitable o operation U L 5 23R- - II I r outdoor use. IP � uitab I I 55. C S A certified to ou doo u s Y t 691 mm 1 CATALOG LOGIC -- T RCS - A 400S - 3 P 81 - t - PCR I J203 T NAONUFORN 111 TIf OPTON9 MuAIFua. 0 I •ala IHOUM ! Sr:en eeanre nf,R 11 A . I FINISN Tm« loci - Blnnle 7 P"dpcard wATAGE3DURCE Race A- weY ado r•mm<ama M S ' pa,ennl 20 her, X .dui VCOLTAGE 250 5.. A80V 5..gpv 6--]AN n.3ary 9 Ouaei.p• L temp VEasl011 r zl,Aed 11 we ISlandme m,0°HI 12.,, tt]VI D16Tr ft"ON p II III e­lni< II r0• ] Sd ISelrclrve Wannga 0n:rl 6e eta_ Uj Uj Z z W N O LO o0 N N a� v c •- c 00 N N Ln z J rn I rn N uj i W Tm C I o"t C:Ln _ In U L � X F-- (1) o c � 0 Al z W O Z U Z W Z W O Z Z 0 0� LLJo o U W - V) (n W U U ~ U O U i z �; ~ O a O W OLLJ C:) / U p W W LL_ U a_ EL cr W W W CL W a' rn IT O 0 I 0 I 0 I 0 I 0 I O � I 00 O I 00 O I 00 O I O O I O A ti CC�N� 'FAvt, G (n I°) 00 r x H N O 04 d 4--Zi Z Q O Z O� MtJSeELL Lighting, Inc;. U) HUBBELL LIGHTIING PHOTOMETRIC REPORT RCS-A4009-3TX A TEST NO HP02767 TYPE IV (� --LSOURCE HIGH PRESSURE SODIUM - '�- �l LAMP S51 ICLEAR� CLASSIFICATION E<FICIENCY W, CUTOFr WATTS 4M DATE itfPS _ l,n(�Nur eRn, u I C L 5.:' LUMENS 51700D APPROVED ., VALUES ISOFDOT-CANDLE BASED ON 25 FDOT DIAGGRAM An MOLUNTING HEIGHT ORREC J �­ _ �._...1 l_ 1.56 sc 72 i2q - Yi 2� d i. 1 - - Fs � 2 LI JO HI > rF 35 0.51_ M I- 3 O,A r-4 __� '� 3, W 3 I-•=+n -so a le 3r s M O � � U H1 H•"l \ Fri w I= W W w W4 Q U 0F 1 2 3 d 5 8 -- - - -- - U ee11C IT` LONGITUDINAL DISTAtICE TO NdOO•ITING HEIGHI Ert[CTIVE LUMENS - CU • 11- LAM' 1IIMENS l...i j-• NOTE TO CONVERT TOO 25OWATT HP5 MULTIPLY EFFECTIVE LUMENS FOOTCANOLF AAND I.OMEN VAT. TIES BY 0 M AVERAGE HOM7011111 I(II-111E[ONAn1A --Y WIf1I.10f nT Fie'Y (FS�, �'• P. �% TESTED TO CURRENT IES AND NEMA STANDARDS UNDER STABILIZED IiueeELL Lighting, ITC. LABORATORY CONDITIONS VARIOUS OPERATING FACTORS CAN CAUSE ® ifE DIFFERENCES BETWEEN LAB DATA AND ACTUAL FIELD MEASUREMENTS e -- •T �7q 771 V 3839-111 Far 15d01382 ebr 23 0 9 I) Hubbellt arroft .. Nix. 87D0 Electrlcc Way. South le- IWIZ 154O1 . -1 P,anad g, W IZR, (ROS) a Fax qIO a Teter OF-B8/26B Hubbell C Irx.. Brock SOtd Ptclerb,g, O r .-L - R d MK4 7 ,1 Ad 2341 R55i Hubbell. Lld., nnnal0 pose. WDOu"n R[I. Ind Estate. KOmOSIOn. Badlrnd, Enplarxl MNa2-75H . Tp lag 2741 R55dgn . Tper 826065 Id R Close. losim. ei . .nnr.n t 00. • 19R5 HuhMn Ir,cP•pprNRd P.i..Ietl m 1-1 G A . � w I^^-t �..� H O Y"r-H U o a � + 7.27. PROP. GRADE J 725 6 EX. GRADE- �I J_ V j�-a fa 2 1 - B �4 720 » BM-2 - - 1.5" SM 2A 0 +50 SECTION THRU PROP. ENTRANCE SCALE-.- 1" = 20' HORIZ 1 " = 5' VERT O O a n�n O DATE: 03-31-99 SCALE: AS NOTED DESIGNED BY: RCB/CAS JOB NO. 2210 SHEET 4 OF 5 MR C5X RA i L ROAG, NOTE: PROPOSED UNDERGROUND ELECTRIC, TELEPHONE AND GABLE T.Y. TO BE LOCATED BY CONTRACTOR AND BURIED IN THE SAME DITCH. 7 /I o SCALE: P = 20' Z LLJ W Z CD Z W N cD l() N N O O C •- � N O .0 _ � � L1J > ,n `� L.L! C N N c CD O �t s OLn CJ O X O1 (n cn L L 1107 (D •Q� L C W Cn W Q n ZA 2� ' N N N z o Y Of o 20_ pR0 J J 0 U1 U O � FME -i W W U �-+ W w� Q Q O cn o w EQ c a a w 0 DATE: 8/20/99 40 SCALE: 1 " = 20' DESIGNED BY: RCB/CAS JOB NO. 2210 SHEET 5 OF 5