Loading...
HomeMy WebLinkAbout024-98 Timber Ridge Treatment Center - BackfileP i INTERMEDIATE CONTOURPARCEL e�rnrvs .emu PARCEL IDENTIFICATION NO. 6 - A18�Nrovd PARKINCx CALCULATIONS o33 �. and materials used in the construction of the improvements herein shall conform to the currentEXISTING cwsnxr men INDEX CONTOUR33017,U�71dCounty z„ _ vo StREET ADDRESS: 1�1•ro3 NEW HOPE ROADBUILDINCs SETBACKS: FRONT: a��.a_�sE socks. 6(dCROAD) FRONt: (�70�1Methods "� _ �+d construction standards and specifications and/or current VDOT standards and specifications.TOTAL AREA: 12624� ACRESSIDE: lfa(d SIDE: 9-Zo�PROPOSED CONTOUR 40PROJECT AREA: Cd.B(d ACRESREAR: lmm REAR: 1460�2. I�J�,°°' Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,EX EDGE OF PAVEMENTPROP E/P DCURRENEDZONI�NCs: �5 AGRESReq'droved��Nrelieves must be provided prior to issuance of the site development permit. The approval of these plans in no wayEXISTING E/P � the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENTPARKINCs .«.aE<,nEv. CENTER USE: RESIDENtLAL TREATMENT CENTEREx7►�+ P<r�� SETBACKS: FRONT: FRONT:FRONt:=L�CURRENT �'�(�). �ps�,�h O-��-rra,i A���177ToFaControl Handbook. �rn.o a�ae ,.o w,�A CURB AND GUTTER� _ EX CBcGPROPOSED k ZONINCs: SAMESIDE: SIDE:SIDE:+ � cuEXISTING o �. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of TransportationPROP se. sa.e USE: SAMEHandicap �< REAR: �. REAR: 5 REAR: too +o Parking,� �3. (VDOT) Frederick County prior to construction in existing State right-of-way. � �o�� ��wa .xo ���� PROPOSED CURB AND GUTTER C&GPROPOSED 1 per 25 spaces�X <. 4. 0 guarantee ee s,�e � a entrance permit e, em .�e s��� permit � Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is s CG-6 p`� ea CG-6R a� �o� HEIGHT: ALLOWED- ns RwPosEo .. BUILDINCz HEICzNT: ALLOWED35' PROPOSED24'5 s,oa�„ o spaces required� required under State law.TRANSITION QA FROM CG-6 TO CG-6R5. - "A TELEPHONE LINE r OUTDOOR LIC�NTINC�: PLACED ON BUILDING � ENTRANCES 2 van Accessible and 4 ti 5. The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be heldEXISTING CALCULATIONS F�mea>��c,a� Handicap Space Provided � a� ��with the Developer, County Representatives, and Representatives of the Virginia Department of TransportationOUTDOOR PROPOSED TELEPHONE LINE awXaor,�u T TFA.R. m o�.o�a a.o�a .oR,wE sPaoPo�o STORACzE: NO OUTDOOR STORIaCsE IS PROPOSED � �(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be x��ca�.e EXISTING STORM SEWER50(d0 EX. 15" RCPresponsible - sf1 acre0.11w Loading SpacesVirginia cnOUTDOOR '. e e. �� for providing guardrail and paved ditches as determined by this joint inspection." Refer to PROP. 15" RCP o�.o�a.a�w aE�EP.��Es vo o�n�.Er� ors FaoPosEo TRASH RECEPTACLES: NO DUMPSTERS ARF PROPOSED _ I 40,mOm sf required a o� (VDOT) Guard a� a Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROPOSED STORM SEWER � per �,2mm sf Service Court Provided 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. EXISTING SANITARY SEWER7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform TrafficPROPOSED SANITARY SEWER w Qtj�Control J IMIC-f✓ 1314 2v arsiee Devices (MUTCD). +.nx. EXISTING ELECTRIC SERVICEAl�pr�x Para `'-o O �8. �' All unsuitable material shall be removed from the construction limits of the roadway before placing����embankment.PROPOSED embankment. e ,.mo.<e � e construction , o ..oa. o� before placing .me ELECTRIC SERVICET. M.A- ZoTo -ro �.:. rre. szz C1.5_ i�-TE52��EXISTING d GAS LINE���C'o��Qwo �sn���.s �.� `F �� s. 9. e �... e�, All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less a o ..a..e pavement � .e�� prepared <e �. o e. . Engineering � a Poo .a �, � owner. 10 will reuire revisedavement sectionreared bGreenwaand aroved bthe aoroxo us LINE GAS LINEQ��QJ10. ,eewEe. w.��,.�.e �e'�§ 9�vvw 6Wt-�tTAGFLE��o A ww..0 �Owwo�wqPPPYYPPYPROPOSED a 3 A,b Qthan �o paved concrete s �ne��otee All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated�oNE�g����b��o PROPERTY LINE aq�.��3a � 1qI���on e o x on o, u e o e e o�. the plans and as required at the field inspection.IzE51DENTIAI,FLOW zes oEun All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall� minimum 6diameter and conform to VDOT standard SB-1. LINEJ�z���11. FENCELINE���12. a J Q O Qwbe ��e, Control � �a e.. than Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than �s��. Po�A POLE EXISTING POWER POLEz ��Q one litter receptacle shall be provided at the construction site.��`'fzEXISTING TELEPHONE POLE � 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior toaO� entering streets, and it is the contractors responsibility to clean streets, allay dust, and to take E EXISTING WATERLINE W/ TEE2whatever �tY�z4-9s public measures are necessary to insure that the streets are maintained in a clean, mud and dust free P �n� PROPOSED WATERLINE W/ TEE w T w 'T' � w7 I MOTH � L YNHZ _ at all times. M���wEHYDRANT �14.Notification m oN Etz-A -('1��2condition �.. a ..� _, � � company �a�,��,o o sanitary shall be given to the appropriate utility company prior to construction of water and/or sanitary EXISTING FIRE �USEAGtLIG(rf�Tu �sE. Aba�„�, a„� R-ALsewer from �e a � �a ,m , <�� lines. Information should also be obtained from the appropriate authority concernincpermits, cutsheets, and connections to existing lines. EXISTING WATER VALVE15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current p PROPOSED WATER METERstandards .o standards a, , a� specifications �o�, � .. „��.. Maio, ��e Frederick o�� Sanitation �a� �� and specifications of Frederick County and/or the Frederick County Sanitation A�:thority. EXISTING REDUCERoEz16. it The location of existing utilities shown in these plans are taken from existing records. It shall be the horizontal location PROPOSED REDUCERcontractors \\ responsibility to verify the exact and vertical of all existing utilities as needed rior to construction. The contractor shall inform the enineer of anconflicts arisinfrom his 9 � r �����a, a his existing STOP SIGNr ���Qp9Y95�f-32 3 E i�43 TiE �� �utility <o ov a, se construction. verification and the proposed construction. p � HANDICAP RAMP (CG-12)3�3,3WDENOTES LOCATION OF STD VDOTAO��,17. 0 o /66 The developer will be responsible for any damage to the existing streets and utilities which occurs as a of his construction project within or contiguous to the existing right-of-way.GHI'-p�7w CG-12 AND[OR JURISDICTIONAL STANDARD KRAMP CONSTRUCTION �so�z�ue� 0"� 116M244A AGRES 2��li�„ESresult U oro 4 �e When grading is proposed within easements of utilities, letters of permission from all involved companies a � County �� n��no prior � .. � ..< grading .,a ,�e5o���z. be provided to FrederickCounty Sanitation Authority prior to issuance of gradinganc/or site PARKING INDICATOR a .� INDICATES THE NUMBER OF TYPICAL PARKING �mnas SPACESb. t218. �.h 3 SZ'>Zmust z 45 pemits.TEST PIT LOCA110N19. aoNe as � ��development w �20. The developer will be responsible for the relocation of any utilities which is required as a result of hisZo"OZ3�vVproject. The relocation should be done prior to construction.HANDICAP <xocnv PARKINGll ze These plans identify the location of all known gravesites. Gravesites shown on this plan will be protectedG•Ho�-D5go16'45�� `n � in accordance with state law. In the event gravesites are discovered during construction, the owner and ar x VEHICLES PER DAY COUNT�77� � � engineer must be notified immediately.PROPOSED field to during Greenway Engineeringat ayoaos[o BUILDING cxmxxi[ ENTRANCEc21. --- g .� The contractor is to verify conditions prior and construction and notify a� (s c se o es ea any discrepancies a � e; between actual e conditions ��a � approved ,e � (540) 662-4185 immediatelyof any discrepancies between actual field conditions and the approved plan.EXISTING .z Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard�proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registeredPROPOSED STREET LIGHT22. STREET NAME SIGN�`rofessional to Frederick Countrior toavement construction. If a enineer and results submitted in this �uv LATERAL �xwi PROPOSED SANITARY LATERAL CLEANOUT`?j'�23. geotechnical report has ben prepared, it should supersede theYrequiremenpts note. MANHOLE INDENTIFIERor Contractors shall notify operators who maintain underground utility lines in the area of proposed excavatingSANITARY blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement�p.of excavation or demolition. Names and telephone numbers of the and operators underground utility lines ��^'ra m^w smucNa[no[xinm STORM DRAIN STRUCTURE IDENTIFIER�`�in o� a ee � County appear n. :,� ��mee.: mo �.o c. used � .e ...� e � �� condition. o� Frederick County appear below. These numbers shall also be used to serve in an emergency condition. <'0�EASEMENT nxuxX w LINE��OCENTERLINE 4e°`.y � vi nx i van EXISTING SPOT ELEVATION��,���PROPOSED izn 12.0 q 169 fey ia. SPOT ELEVATION2GPhone: Bell -Atlantic EXISTING TREE DRIP LINEP.O. Box 17398<<��Baltimore, �-y MD 21297EXISTING I - 3eo (301) 954-6282MISS 1REE �s� 15" OAK15" is virv[ PINE��� �. 1).ztP�e _ �:5 �*Ln 9oo .s ,��, UTILITY 1-800-t57-7777 Ce } <+� {2 O� Power: Allegheny Power Power: OAKP.O. Box 1458PROPOSED MD 21741 rgvMm m¢mL�rt TREE��`'-'�OHagerstown, \ e �1-800-654-33170 V F � coo 5 a �)i� a F Project Name: Project Number: ENVIRONMENTAL FEATURES � MARK D. SMITHTZ�n,����'�.U.e Timber Ridge Treatment Center � oo� ��oA�,ainesboro IN PROJECT AREA ���.p EXISTING DISTURB- PER- � No.022837 O �� Magisterial District: Date of Plan: (Month, Day, Year) ''�.�s " 1' Z �� FEATURE ACREAGE ANGE CENTAC�E FLOODPLAINS 15.E m 0io -to � Gainesboro 3/25/98 �%25�gig.5�mme*rapcssn+�un�esicx+�uu[LeartiEiucational LAKES 4 PONDS 3 m m�a WETLANDS LESS THAN I ACRE 0 O mia Owner: Address, Including Zip Code &Telephone No. SINKHOLES m m 0�o P.O. Box 3160 DATE: 3/25/98 NATURAL S.W, m 0 m% PROFESSIONAL SEAL &SIGNATURE Leary Educational U c a t i o n a I Foundation, Inc.I n �� Winchester, VA 22604 FoundationPe^��9°coa.e�.i:pi���.rvo.0s<o)�r�uuroo�allosysssmom.F'k=tis DETENTION AREAS (540) 667-6303 SLEEP SLOPES 1(0.5 m•5 3.(a'ro THESE PLANS ARE IN CONFORMANCE WITH SCALE: n/a Developer: Address. Including Zip Code &Telephone No. LE55 THAN 15% FREDERICK COUNTY STANDARDS AND 36 Ricketts Drive WOODLANDS 9�.8 (da m.5io ORDINANCES. ANY DEVIATION OR CHANGE Ricketts Construction Constru.t'onmare.:.�o„�Etasa+ioyeaare.�.��a.k.m.x�»�re..n�� Winchester, VA 22601 IN THESE PLANS SHALL BE APPROVED BY (540) 662-4164 DESIGNED BY: GRO THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Engineer Certifying Plan: Address Including Zip Code &Telephone No. 151 Windy Hill Lane JOB N0. 1007 EnyeinQEXISTING Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 2 I FA '. F'FP00 D ' 4" CONCRETE . 3000 psi W/ FIBER 4" 21-E BASE STONE SIDEWALK SECTION; _2.„ 5M - 2,4 6" 21-8 BASE STONE PARKING AREA PAVEMENT SECTION BASED ON C5R-(c,) 1.5" SOD 2 " TOPSOIL 8" 21-E BASE STONE FIRE LANE (BASED ON CBR-6) rn rn 0 LD r` 0 rr- cv L >O C �L- O n F- 0 0 0 FIDE LANE pETA IL— S.� 1992 1992 3.05 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) I. 3" THE STAKM E EXCAVATI1 A : X C TRENCH UPSLOPE ALONG THE LUTE OI !I TAKZL i STARK M"X HAM" TO STAIR! AND EXTENO 4. eAC1(Tlls+, Q*4gHpACf THE CCAVAT= 301L IT U1T0 THE TRL11C3L nm SHEET FLOW INSTAwTION ' (PERSPECTIVE VICE ' I I ' 1 POINM A SHOUlD BE HIGHU THAW POUR L DRAINACEIIAY INSTAUATION (FRONT ELEVATION) N d 57 \ - - STO N E F I L-TE fzI-�- FA e}w 4-- 3.3H FENCING AND ARMORING oar+ UNE SNOW FENCE I BOARD FEaCI EHCE CORRECT METHODS OF TREE FENCING ... CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3,3&2 GRAVEL PARKING LOT C/O "FIRE LANE" 5(GN " H1G INAGl�E�fi16LE S��! SIGN VALVE _ AND GAP LP m EXISTING SERVICE COURT EXISTING PAVILION Fp I083.9' LP EXISTING PARKING LOT 34 REGULAR SPACE 2 r••IANDICAPPEgr SPACES BASKETBALL COURT 17 LP N/C I AH/C c;� . 3 " VVATE fPL PpbP. 3" WATEP-LINE � � 1 -7 Z VALVE t3ENGHMAR•K I0 ,o. 73 8 ly, Chiseled- - -" - in top of cure ,VAN E ILIG=vnw� r coo AP S o TE E £ VALVE . c/o C/o (� l 075. — + C/a C/ f G NV , 3 {O� c/o INV - 'or as' 4�A 47 6m-2A W I 7 �- I 7 �`' DECK 7 Io7Z.G + " 1-B —7 + t + -- + i lo7C�7 1071. _ 33 u 1067, s (,7 I PROPOSED BUILDING tJ- UPPER FF 10-ogz ul P EL + I a66. - LOWER FF - 1069?J0' D!'G(L SGt .•FT. b�/G lol' 4EIGHT= Z4' �z ST '(� P{�oP.TFzEE e x �tCIOa - lobe. >+ + I'P�TFGT(oN LEG. TRrtNSFt�MEFZ � - s U16, SE(ZVIGE ✓� L4PPE12 e '�,F ✓ �C-VCL _ p� �X ' 1+� b b''� x } _ (07 .r. _ a X 5 x EXISTING 5u)l POND AS 5HoW N oN mil TE PI.A N 0`/ _. GREE N WAY >0 z 7= Uj Uj z z Uj N O � 00 N C3 C — I 00 N o.� _j a, — �� 0^^ N > C O s= 0 111- U In 'S u- I--- L- t` L L N 0 a IU C> Q� L C � W (/") 0 N Z IL � Lu o °v� Q 3 W � Q p lll rL % LL W c4 (� � Q N 00 v� Q O DATE: 3/24/98 SCALE: 1 " = 30' DESIGNED BY: GRO JOB NO. 1007 SHEET Z OF 2 0 M ,� � E A I `4,„' 1 1, LEGEND i� 's, ' c `,� d em t r.,,.. i F V S .. ? F i ? ! + EXISTING INTERMEDIATE CONTOUR _ ------ 33 - - PARCEL IDENTIFICATION NO. 6 - A - 18 'ROAD Req d rov d PARKING CALCULATIONS o 0' � 1. Methods and materials used in the construction of the improvements herein shall conform to the current EXISTING INDEX( CONTOUR '""-` `"""� -° -�--�--�--m-------- 330 STREET ADDRESS: 1463 NEW HOPE BUILDING 5ET5ACK5: FRONT: SIDE: 60'(ROAD) FRONT: ��� 100 SIDE: 'iZo 160o 17, 90 Z5,0 = -71 Pe, uired N `�j County construction standards and specifications and/or current VDOT standards and specifications. TOTAL AREA: 126.244 ACRES REAR: / 100 REAR: 1460 GIG(,t�(-75�Je'ktfs (4-lb �B 41 C a c 00 N N PROPOSED CONTOUR 40 PROJECT AREA: 0 80 ACRES I� Rid' .� o ,n 2. Measures to control erosion and siltation, includingdetention ponds serving as silt basins during construction, P 9 g the development The these in EXISTING EDGE OF PAVEMENT _ _ __ _ __.___ EX E P __ __ ___. _ __ __ __ _ _ DISTURBED AREA: 0.�5 ACRES d rov'd �� -ToFal aces (� 'c( �o J °' - L > I °' o \' `Cq must be provided prior to issuance of site permit. approval of plans no way PROP E/P CURRENT ZONING: RA ,� - relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT CURRENT USE: RESIDENTIAL TREATMENT CENTER PARKING SETBACKS: FRONT: FRONT: 5� FRONT: lao�+ lrx. gces �(70+t�p.5�ae� ((0)=177Tv,6 Q) � � a� I Control Handbook. EXISTING CURB AND GUTTER EX C&G - - - PROPOSED ZONING: SAME SIDE: REAR: SIDE: 5' SIDE: Ioo + REAR: 5' REAR: Ioo + I-landic Parking c o � Ln 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation PROP C&G PROPOSED USE: SAME p C (VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER 1 per 25 spares p p 5 spaces required C �n x 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is TRANSITION FROM CG-6 TO CG-6R CG-6 = =-_--- ----_� =T -�--�- CC-6R - -- BUILDING HEIGHT: ALLOWED 35' PROPOSED : 24' required under State law. "A EXISTING TELEPHONE LINE T OUTDOOR LIGPTING: PLACED ON BUILDING w ENTRANCES 2 Van Accessible and 4 a) o 5. The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be held F.A.R.ALCULATIONS Handicap Space Provided c > with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T TOUTDOOR STORAGE: NO OUTDOOR STORAGE 15 PROPOSED $ o, i (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be �� EXISTING STORM SEWER _ EX. 15" RCP 5000 of / 1 acre = 0.11 Loading Spaces w responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to PROP. OUTDOOR TRASH RECEPTACLES: NO DUMPSTERS ARE PROPOSED I per 40,00-0 sf required Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 15" RCP _ 4200 sf Service Court Provided PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. EXISTING SANITARY SEWER - - - - w 7. barricades or flagmen should be in accordance with the Manual on Uniform Traffic Warning signs, markers, g PROPOSED SANITARY SEWER o J w J�> Q NoQ Control Devices (MUTCD). EXISTING ELECTRIC SERVICE e �'�'Q� �.a -� c� '� A t'f'Pvx I M I l�E -� Q > o >�o o o w 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. PROPOSED ELECTRIC SERVICE e e TM. 6-A- zo �c� 9� @0��5�� To u•5- 12TE. SZZ �� w �a- o ��S 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. EXISTING GAS LINE PROPOSED GAS LINE G a ���o�GE a• WFtITAGREV�, C �� D.13. I-75, PG• Z38 �`�� sue' o< a o J o 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated PROPERTY LINE ZONE ��� �`rJ� (n Q Q > o on the plans and as required at the field inspection. L15E: RESIDeNTIAI, S > o a- � 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall PP PP PP be 6" diameter to VDOT standard SB-1. FLOW LINE FENCELINE x X * * * X * x X \ O s7 o ��" �� J o Q Z o 0- <0< minimum and conform �' V) w Q o' 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE GI R'- 0 Z_ w �- � 0 w one litter receptacle shall be provided at the construction site. EXISTING TELEPHONE POLE b zL (°� d Z o (nQU>_ * o 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING WATERLINE W/ TEE -- - - -- aCa I M. �- A- 17 / N whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free w w 'T' / �� -T I MoTH'r' LYNG H `/ .._._----_ PROPOSED WATERLINE W/ TEE +� i ,, �, R-A / condition at all times. � , y0 �� ZONE. L4 5E : AGP-Ie-U LTU R-AL 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary EXISTING FIRE HYDRANT se lines. Information should also be obtained from the appropriate authority concerning permits, cut GI ' se sheets, and connections to existing lines. EXISTING WATER VALVE d- - -- - �i 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current PROPOSED WATER METER / s J GHoR-D = �j Z standards and specifications of Frederick Count and/or the Frederick Count Sanitation Authority. P Y / Y Y� EXISTING REDUCER -_ .-- 4:.. _ (_ o j�ZBS E Z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER -- - -- ---- I ' '° � ( Z� � 0 - s r r contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed STOP SIGN \ �� - prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing ci b5o -+3, Z3 E i V Cl- utility verification and the proposed construction. HANDICAP RAMP (CG-12) W DENOTES LOCATION OF STD VDOT \ Iv 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction within or contiguous to the existing right-of-way. CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION �p �, �. �{. A G 12- S 66 project PARKING INDICATOR Al2\ 18. When grading is proposed within easements of utilities, letters of permission from all involved companies be to Frederick County Sanitation Authority prior to issuance of grading and/or site INDICATES THE NUMBER OF TYPICAL PARKING SPACES n� �p Z�Z 4� must provided development TEST PIT LOCATION U� permits. 19. The developer will be responsible for the relocation of an utilities which is required as a result of his P P Y project. The relocation should be done prior to construction. HANDICAP PARKING 1Ys r Zo°oZ 33" W W , 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected pPv�o�iEP _.,...- S GI-{otzp � = `� I8� I6 � 45 "V./ Q (] N in accordance with state law. In the event gravesites are discovered during construction, the owner and VEHICLES PER DAY COUNT 100 o� 13L.1 I ti L I� IN G - . o 19 f)7 r t engineer must be notified immediately. g y' PROPOSED BUILDING ENTRANCE `v 'o .a Q, . 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering c -y at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. >t <% 22. Controlled fil!s shall be compacted to 95% of maximum density as determined by method "A" per standard AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered EXISTING STREET LIGHT PROPOSED STREET NAME SIGN + i8 ., \o /F , U�� \ proctor ,yob professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED SANITARY LATERAL CLEANOUT --- - -=` - �' 10� �\�CP` P", geotechnical report has ben prepared, it should supersede the requirements in this note. 12 \Oc �`� ' t Q� Q� 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENIIFIER �� �� 1 or blastingat least two 2 working days, but not more than ten 10 working days, prior to commencement ( ) 9 Y ( ) 9 Ys P of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER i �• Jv �P OC � •�(/ ,�'h in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. < EASEMENT LINE CENTERLINE \ a EXISTING SPOT ELEVATION 12.0 � •� y� R� � :y gyp° 0 �� � ��•�� � � PROPOSED SPOT ELEVATION 5 1201 G,e G �S P �• � U Phone: Bell -Atlantic EXISTING TREE DRIP LINE "y o �) �� < �� Q-�'J� 4-)- + P.O. Box 17398 ,(• ,�p'� ,�'1,' ��, U Baltimore, MD 21297 L '� 4 �U "V' Q' S G A E '. I"= 3 00 Q) Q (301) 954-6282 EXISTING TREE 15 OAK - 15 PINE 9 ��- xx 'V (� .� MISS UTILITY 1-800-257-7777 OAK < J\� �, <G ' -� O Power: Allegheny Power P.O. Box 1458 PROPOSED TREE </1 J� `�' O Hagerstown, MD 21741 > - U 1-800-654-3317 � N 5-4 E- �d r f rI V Project Name: Project Number: ENVIRONMENTAL FEATURES MARK D. SMITH 9 Timber Ridge Treatment Center 1007 IN PROJECT AREA � No.022837 W FEATURE EXISTING ACREAGE DISTURB- ANCE PER- CENTAGE O �f ,�SL,. �(� Magisterial District: g Date of Plan: Month, Da Year ( Y. ) FLOODPLAINS 15A 0 m% ZONAL Gainesboro 3/25/98 LAKES 4 PONDS 3 0 0% WETLANDS LESS THAN 1 ACRE 0 0 0% Owner: Address, Including Zip Code & Telephone No. SINKHOLES 0 0 090 P.O. Box 3160 DATE: 3/25/98 NATURAL S.W. 0 0 0% PROFESSIONAL SEAL & SIGNATURE Leary Educational Foundation, Inc. Winchester, VA 22604 DETENTION AREAS (540) 667-6303 STEEP SLOPES 16.5 0.5 3.0% THESE PLANS ARE IN CONFORMANCE WITH SCALE: n/a Developer: Address, Including Zip Code & Telephone No. LE55 THAN 15516 FREDERICK COUNTY STANDARDS AND 36 Ricketts Drive WOODLANDS 948 05 05io ORDINANCES. ANY DEVIATION OR CHANGE Ricketts Construction Winchester, VA 22601 DESIGNED BY: GRO IN THESE PLANS SHALL BE APPROVED BY (540) 662-4164 THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 Windy Hill Lane JOB NO. 1007 Greenway Engineering Winchester, VA 22602 - (540) 662-4185 SHEET 1 OF 2 3000 •FIBER. • 2" 5M-2A__ roll 21-5 BASE STONE FARKING AREA FAVE1" 1ENT SECTION (BASED ON GBR-&) 1.5" SOD 2" TOF501 L 8" 21-5 BASE STONE FIRE LANE (BASED ON GBR-(o ) 0 1992 3.05 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SR rHi IT4KEi L EYCAVATB A E 1r TRCNCM UPSLOPB AlAUp THS UNi OF 9TAr1�L A'wR t STAPES NL.TLLB MATEMAL OL IMACItll L-MiD COb<PACT TO STAXES AND MTENID THL Z=VATID SOIL IT tM'O THS TRUCK Iwo SHEET FLOW INSTAL ATION (PERSPECTtvt VIE" 11I \ PODrTS A SHOULD BE HIGHIM THAM POUR L DRAINAGEIIAY INSTAUATION (FRONT ELEVATION) Swca AdEplW dot• Lmnllam Fab__ FItar SbUvoW MW Ry" Plw 34" I " -ToPsolL W1Sot-) r FI1-a LANE -SToNe aETA IFII-TF-F- - --I I' I -- FA Dw 4- S.� 1992 3.3x .. � U z � ', ate awl .. So-..� CORRECT TRUNK ARMORING r � TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 338-2 GRAVEL PARiCINCs LOT .s� S C/off C/o C/o EXISTING, PAVILION FF 1083.9' EXISTING SERVICE COURT DI-1 LP EXISTING PARKING LOT LP 34 REGULAR SP 2 I-IANDICAPPED SPACES BASKETBALL COURT ; + LP LP H/C I H/C A IfNE "FIPzE LANE" PPoP. 3" WATEP-LINE -77 7 75 "H16 -7y VALVE e c/o . TEE W 13ENGHMAP- I c-27,o. 73 — AMD VALVE I�7lo.� VAWF_ uc�? Wrx" Chiseled — A N D GA P t F'PvP P. 5' lwN G. SSW i.l075. o + 1 73. zs I 7(-' t in top of curd _ 3" WATER w 3„ wA F. TE w...._ _. TFE £ VALVE G/O w VALI/t✓ • _ _ 4W �© x o _._ .. .___ TEE.£ VALVE GAP 0 C/O C/O lip I c 77 � t C/o e - --- INV 3 a� C/O _C/o INV n - + 107G,. 83 2" 5M_2A W .7 5 75 DECK _ I o7Z. s + (o $ -5 �A t, 10�L�7 Io7l.33 1067. 5 i PROPOSED BUILDING ry UIP + UPPER FF = 108025' 'E R - ' { I D66, S „\j _ LOII�R FF , 10i>9PX0' 8 � E.�G T 4�/ PF�oP. E W lfd(ofd Tt= El l z, >, 0 x � t��a t .... ^ labs: �►- + + PtzaiF,GTIOIJ -- ti _ .. I=Lec-TP+4NSFvj2N►ER- �. `L (JIG 5EpVIGE m 0 z a- LU Ui z Cri LU N o � co N N N I N UD (D In o.0 � �0) O' N _ j InUi Ui T� -TD � I C o err) jX CD Q O X I--u- t\ to (n i L N O N � a c Q) c :3 w Un 0 N Z W o °v� �3 Lj _ ` IQVll � Q IL � W p- 7 Q N Q i = cF- H � (D z Q z o 00 VA o DATE: 3/24/98 SCALE: 1 " = 30' DESIGNED BY: GRO JOB NO. 1007 SHEET Z OF Z