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Ft TRPEB d. i2' �EO�O� �ct�As3 :�tA�A�' �E>E r� �� ,�•-`+� '°° A� �+ �",_..`wy,i �"�.� .r-`':,"`a q� ,��"w. 4, .:,1 ,y` "..� e` „�:�,E � .� ate' pp 1� b a g fi I 1 s , 1 a , l ° g R / INDEX- Tad CITY./COUNTY'LOCATION rp�eyy(,p4p{�jy�yyz����ZLZL}}..���+qw++iyy0ti;7La�xs{�a�{.y'yr.mrnry#�ci! 'a.ry.ity+�psp+aF;�.aRv� css�{.i!'+ �(1y .p �+yl�w �pq��{�i4+�• �r�y.?v w�aaw 4r�yaanr ,ae,4q ' Yb156'e\n'i�;'G�•vQ "�TS►d"vd:lIIC� A.� 8�Q 'T� N� .kk$iMt/l7�RrKl�OF'e �K2;;�"`��°���b ' 2 ATAq/ EPl i 61QT , VIM,Cf?-':A$ "PP X,dAj% % '$� ' °xis $;Z'�'�3, i01V 1� Rt� �Nt91-ckT ! ON` TOE, ;Rr,AN >ttits sift LT I'to 09; `OP 4"t s �� rr e� r .VICINITY MAP II 4A� AT rg N n 4 Q Al jk U. On0toll o CE AT 4 SEC S8rpAlVD0 z (� � pp o •B o. a�ON n� U UV ; ASSY. ASSEMBLY B.F. BASEMENT FLOOR DLK. BLOCK BC BOTTOM OF CURD BML BUILDING MOUNTED LIGHT DP BREAK 'POINT DSBD.. BASEBOARD C&G CURD & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS. CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED mETAL PIPE CMPA CORI.UGATED METAL PIPE ARCH CO' CLEAN OUT DW DIAMETER DS DOWNSPOUT EOP 'EDGE OF PAVEMENT EX, EXISTING F.F. FIRST . FLOOR F,F.E. FINISHED 'FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION. FG FACE OF CUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE DID' HDR CURD G" HEADER CURD HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT 'POLE MPD MULTI —PRODUCT DISPENSER MP FETAL POST MH MANHOLE NDC NOSE DOWN CURD N.P.S. NO PARKING SIGN NRT NO RIGHT TURN N.T.S. NOT TO 'SCALD OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST 'INDICATOR VALVE '' y PL PROPERTY LINE PP . POSER POLE PROP. PROPOSED PVMT PAVEMEXT RCP REINF00CED CONCRETE PIPE D ROOF DRAIN . RED. REDUCER R. , ROCK OUTCROP SAN, SANITARY STD, STANDARD, T.D.D. TO DE DEMOLISHED T.B.R. TO BE REMOVED T.I .P. `- O' I3E PRESERVED TB -THRUST BLOCK TC . TOP` OF CURD' TEL, TELEPHONE TRIG TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GA$ UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5°R RiDIUS IN FEET 1100.00 PROPOSED SPOT ELEVATION u(00.{®) EXISTING, SP T EVATtON ' REVERSED PITCH C3HATCHING1IICATS IN THE GUTTER PAN- PITCH TO DE 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 1 D' LENGTH (TYP). LEXHN ON 'COURT URBANLOT & TOWNHOUSE M LISP 01F' D Wl\\j II o o S I E E AL NOTE �vv II �� 1 AN SHTo 3/II II o LAYOUT RAN HT. VIA: . DRAINAGE DIVIDES azd EROSION SEDIMENT NTROI PIA SHT. 5/ 1 R n GRADING PLAN and, DMOOLITION PLAN STILT. 6/ k II o UTILITY PLAN S o o :II -c 12GH`�IING LANDSCAPING PLAN SH 1S.p{�. o 8/ 1 1 o SANITARY S- VV ER. & TOR- ..t SEWER ER PROFILES .. and UTILITY DETAILS SIFT. S/ R 10 STORM SEWER & WATERLINE PROFILES and UTILITY DETAILS SIFT. 10/I11 o CONSTRUCTION DETAILS SIHIT . R l / II R a ROADWAY PLAN & PROFILE THE ABOVE AND FOREGOING SUBDIVISION OF THE LAND OF MICHAEL G. PRELIP ENTERPRISES, INC., AS APPEARS IN THE ACCOMPANYING PLATS. IS WITH THE FLEE CONSENT AND IN AC ORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPI31 QaRS, USTE:EANY. ' Alm Q. Rpm 'C. Da ROVED BY THE WD&NOYSUBMUMM ADVNSTRMR:� FRDERDOX MUNW, WRONA 0 11 r ,+ GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESIE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON TIRE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM lA TOPOGRAPHIC SURVEY PROVIDED BY THE OWNER THAT WAS PERFORMED BY MARSH & LEGGIE, LAND SURVEYORS, P.L.C. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMAATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF ONE (21) F007I' HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CIURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELO(CATION OF AND THE. CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILIITY COMPANY, WIiERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BEE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINNIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE PROSPERITY DRIVE R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb /1000 sf). SEED TYPE: RATE: MIXTURE RELIANT HARD FESCUE 130 lb/Ac. 65$ KENTUCKY BLUEGRASS 40 lb/Ac. 20% PERENNIAL RYEGRASS 30 lb/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMIPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANiS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBFRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE AS DIRECTED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE FOR FUTURE FINISH GRADING. 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED), FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.C.S.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THE CONSTRUCTION OF THE PROPOSED WATER MAIN AND SEWER LATERALS AND THE EXACT LOCATIONS OF THE WATER AND SEWER SERVICES SHALL BE COORDINATED WITH THE F.C.S.A. INSPECTOR. AN APPLICATION SHALL BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEES PAID AT THE TIME OF APPLICATION. 4. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08% THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER MAIN WITH A TEE/WYE CONNECTION AND INSTALLED AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 5. THE 8" DIA. WATER MAIN SHALL BE INSTALLED AS SHOWN. 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND TERMINATION POINT OF THE LATERALS ARE TO BE COORDINATED WITH THE AIUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND ]FEES PAID. 8. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRAMOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 9. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 10. THE PROPOSED WATER MAIN AND CONNECTIONS THROUGH THE PROPERTY SHALL BE INSTALLED AS INDICATED ON THE PLAN. ALL MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. 11. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS, AS DETAILED ON THE PLANS. THE DEVELOPMENT OF THIS SITE CONTRIBUTES A VERY LITTLE INCREASE TO THE RUNOFF OF THE OVERALL WATERSHED OF APPROXIMATELY 52 ACRES. THE STORM SEWER SYSTEM HAS BEEN DESIGNED TO CONTROL THE RUNOFF THAT CURRENTLY FLOWS THROUGH THIS PARCEL AND MAINTAIN THE FLOW CONDITIONS THAT CURRENTLY EXIST. 2. THE PROPOSED FACILITY HAS BEEN DESIGNED TO CONTROL THE 2 YR. AND 10 YR. STORM EVENTS FOR THE POST -DEVELOPED CONDITION OF THIS SITE. THE 100 YR. STORM EVENT WILL TOP THE EXISTING STORM STRUCTURES AND FLOW VIA OVERLAND RELIEF BETWEEN THE PROPOSED BUILDINGS AND ACROSS THE PARKING LOT. THE BASEMENT FLOOR ELEVATIONS HAVE BEEN ESTABLISHED SO THAT THEY ARE ABOVE THE 100 YEAR FLOOD LEVEL. SEE THE DRAINAGE CALCULATIONS FOR CLARITY. 4. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE ON -SITE STORM SEWER SYSTEM BY THE PROPOSED CONVEYANCE CHANNELS, CURBS, CULVERTS AND STORM SEWER PIPES, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE PARKING AREA OR THE STORM WATER CONVEYANCE CHANNELS, AS INDICATED ON THE PLANS. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE, TURNING LANE, TAPERS, PROPOSED ROADWAY, AND ON -SITE DRIVE AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE V.D.O.T. CLASSIFICATION A-3 CONCRETE. THE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO V.D.O.T. STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF V.D.O.T. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. LANDSCAPE NOTES 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE RP ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. 8. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH 09 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x2"x7211. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10.REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11.PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12.PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13.PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORK14ANSIIIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. S TONF CONSTRUCTION EN 7TRA NCIF 70' MIN. A ExISt Rm PA V EMPN T F B.tER Clf9TN G• yN,l. A K'fUNfAYLE MRN <oPrtogm) SIDE ELEVATION - - EXISTING GRUUW 7Tr UK -T_ D 44SNRACK to' MIR <cntmNAL> 12' MfN.r 10, Nut C CA IST N1 T VWr 01 +� POSITIVE DRAINAGE ID' NIN. _- COURSE AGGREGATE D TO SEDIMENT TRNMIN4 I DEVICE • MUST EXTEND FULL WIRIN OF W.RESS AND EGRESS PLAN VIEW OPERATIDN :wR. Y MIN- FILTER CL 0lN --'` SECTION A -A --- a'- r - REINFORCED CONCRETE DRAIN >iPACS SECTION B-B SILT FENCE CULVERT INLET PRO TLTCTION _� ENOIMV.L ----- ----- ------- lot or FILL 1 1 CULVERT - " 1 �I I ------------------- -,- ------ -- - - `--f. J � roe or FILL - s1LI FENCE ' DP+IANCf Is a' tAfMYIiM IF now IS TOWARD pppiDdEYtt -. FLOW OPTIONAL STONE, COMBINATION I Lo• I La' FLOW ti' .. WOT , �Ja7 OR is COOSE AGWftU1 - --CLASS 1 RPRAP 10 R/JE SILT FENCE IN ' 5F HIGH VrLOCRr OF FLOW IS !!I PIPE OUTLET T CONDITIONS A A PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL d F -. SECTION A- A FICrtu CLOTTI KEY IN 6' B'. RECOMMENDED FOR ENTIRE RENIW:TER •sue, I)ii►'�i�ii�iri� w do PLAN VIEW SECTION ,. CONCRETE TEMPORAR )r DIVERSION DIKE CnlnnacLed Soil VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/ - STAUNTON DISTRICT GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V)OT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY do HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL, FURTHERMORE. ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY. 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4, DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF' WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE. A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER NTH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES. UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V& THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE. ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION, ROCK CHICK DAM 2 ACRES OR I,E'SS OF' DRAINAGE AREA: CLOTH (DOWNSTREAM VIEW) VDOT /1 COARSE AGGREGATE i] FL6w A� 3' 2- 10 ACRES OF DRAINAGE AREA FILTER CLOTH war •• � (DOWNSTREAM COARSE AGGREGATE --- D FLOW CONSTRUCTION OF A SILT fl NCL' (WITHOUT WIRE.' SUPPORT) 1. SET THE STAKES- 2. EXCAVATE A 4"X 4- TRENCH UPSLOPE ALONG THE LINE OF STAKFS FLOW 3 STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. .11 PLOW 4. SACKFILL AND COMPACT TIIE EXCAVATED SOH. SHEEP FLOW INSTALLATION (PERSPECTIVE VFFW) I POINTS A SHOULD BE INGHER THAN POINT 13 DRAINAGEWAY INSTALLATION (FRONT ELEVATION) I I LINE DIRECTION DISTANCE a I I I � 1 i CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD ARC DEF 60.62' 15'06'03" 230.00: 3,49M25 60.44' 2C5 4-54:40 C6 12,30' 03'31'30" 200.0 6.15 N31'' 4126"E 2.30° �2" 15.32' 1253.97' 87*45*25" 10.00' 9.62' 157'O1"11,3.86 128-38 2125728C7 " C8 2634'00" 55.00' - - N74" 1.38 104' 10' 7" L 1 N3327' 1 1 "€ 150.85' L2 S29'55'41 "W 20.86' L3 N26'44'17"E 45.66' L4 S29'55'41 "W 300.00' L5 72'17'57"E 56.7 ' s I � M >st 14 `.� ,:; XEJ'MEJk E IMhENNr p�� ��OvnA. ^ D D r m 7 x "t v go v ! 52.01 ' r t 50 2 rr" m I RCP 2.1 1% POP, U G GA • t DEEDICA D ( N22'43 21 100,20 _ I l v RrOHIT-OF- AY cwn o1,1'15.37 0 25' S.R_L` 3 ` e +25' ACTIVE p LANDSCAPE ESMT, i ,,_.2!1 B.R.L. 4.E v I� TWO STORY FRAME DWELLING 2S' #573 �I I p, I F.F.E.-754.31 _ I 25 INACTIVE CD F LA DSCAPE ESMT. SINGLE FAMILY RESIDENTIAL I SINGLE F� I 14 5 PL NOTINGS AS DESIR D N URBAN LOT I m OF ot "" a w 12 2' GR/lSS STRIP r i 7 I lw LOT SIZE z 'o i �I 13,348.19 SF '-I RR SPOil IKE N WPP I +� in O0 * ELEV. 52. t I ! S >'1 J ' .� 35' b b C- L I ,n z I i ZI g I L53.9 O N 9'32" CDN25'43'22"E LOT SIZE LC53.80 w ` 12,189.03 SF " ' OT �, JpO� 8 O.T. C 1204 7.1i X" C. Ero G-9p RAAler 2Q8. t `` g I ICk y --•_ � J3t,53 - t -+I C 1 r�, T R upQ !I 4, �50, R, 4 C ,,, RQp iUR O_ - b I I 930'`8 . w �'Nw�(Mr,,, L r,�. 4 •5 231 186.55' -15"0�;.� ^1Ah L C J 3 6' RCP O 0.80% C ^arE L4 84 94•? "_ S 00. � IW.D.O.T. CC-9D I (CONC. ENTRANCE I t M VIA I i I I 48.00'-15"0 RCP m 0.50% I I I I _ f, n 5'0 RCP INN. IN-744.66 I I (yI I I°� 15"0 RCP INV.. OUT=744.56 I I AIR f LI8 f5 C _�.KatE 30.5 rNt Y LIADA �_` �• v. ���rN o� s 302 South Braddock Street, Suite 200 iLo/18260 Winchester, Virginia 22601 0 45�Qa} pp Telephone: (540) 662_ 5792 .� ` ( ) Fox: 540 662 5793 `pSZONAL � PROJECT: LEXINGTON COURT URBAN LOT & TOWNHOUSE COMPLEX FAIRFAX PIKE (RITE. 277) OPEQUON MAGISTERIAL DISTRICT COUNTY OF FREDERICK, VIRGINIA NOTE: 1. AT THE TIME OF APPLICATION FOR E U3LDNG PERMIT, CONTRACTOR SHALL SUBMIT A DEWATERING PLAN FOR ALL BASEMENT AREAS. 2. AFTER FINAL GRADING, A PERMANENT DIVERSION DIKE(SERM) SHALL BE CONSTRUCTED Al AM(' TJ4r DrAD PRCM31MTV I IMF STORM SEWER STRUCTURES SANITARY SEWER STRUCTURES AO PRI 45"x229" RCEP ES-1 MH-A 45 x29 RCEP INV. OUT-737.80 EX. SAN. SEWER NHE 20' DI-48. L-6' TOP-42.49 T0. .3.50 EX, INV. 0UT-736.96 COMPACTED PERMANENT 45x29 RCEP INV. IN=738 34 PROP. 8"* INV, IN=737,16 SOIL SEEDING 45 x29" RCEP INV, OUT- 38.24 4DPROP. DI-1 W/ J8- I BASE MH-1 MH-1 TOP-85 g i ..1;s �` - � ~ 45"x2'9: RCEP INV. IN-741.04 Tg W. ��js7 (�g FINISH �' �, "ra "t 45"x29" RCEP INV, 0UT-740.94 8"O iNY. 4UT� i.13$ PLAN GRADE NOTES: OPRPP, 4RCEP INV. tN= 741.24 5'x29" RCEP ES-1 MH-�2 THIS CHANNEL HAS BEEN DESIGNED TO CONVEY THE 15 x29 PROP. AfH--1 10 Yr. STORM EVENT, TQP-744. BERM: 0.67 cy THE CHANNEL SHALL BE A MINIMUM SLOPE OF 0.42%. $"0 INV. I 73g 12 Per L.F. UT-739.92 THE MINIMUM DEPTH (G) SHALL BE AS FOLLOWS: MAIN CHANNEL SECTION 11: 0,80' pPROP. ES-1 DIVERSION DIKE (BERM] MAIN CHANNEL SECTION 2: 0.60' INV-740.10 P -1 T J4 15 N.T.S ®Qe-745.00 ' L=6"0 etivJ: dl�"l1�1 91 MAIN DRAINAGE GNANNEL, 1 0 INV IN-74062 N.T.S 1510 INV, OUT=740.42 M��Hpp-pp4 I91 OH PROP. DI-3C. II 7pp7-748.2Q TQp�•745.00 8 i INV, OU7-742.20 155�-0 INV. OUT- 7 41. 69 OPRPP.�1 o ro Fs 744.86 TOT LOT PLAYGROUND EQUIPMENT VxS' ' SLIDING BOARD ' PROP. 01--38 L-6' '-4 SEAT SWING SET TOP=749,10 SANDBOX w/ 6"x6' P.T. t at-4pp7 1 gg 0 INV. IN-745.25 PERIMETER •�� \'� 15"0 INV OUT-745.10 16' HORIZONTAL CLIMBING LADDER ®PROP. DI-3B, L-6' 6' PARK BENCH r T P=751.90 2 EA, MINI -BIKE SPRING ANIMALS 1 0 INV. IN-746.90 110'0 MERRY-GO-ROUND 1 "0 INV. OUT-746.75 ©PR�?P. 15"0 RCP ES-1 MANUFACTURER: GAMETIME. INC. 15 0 RCP INV. OUT-748.00 DISTRIBUTER: CUNNINGHAM ASSOCIATES 86-5_g S.QQ \ N � 39 `� Attn.: Mr. Bob Chories 35 ACRES 2O. ,y 1-SM-235-2440 R L o `F NOTE: -• v O THE DASHED LINES INDICATE THE AREA NEEDED FOR THE APPARATUS. ,. Q - q MJTS LILY RESIDENTIAL CD~� ~ N �4?;f St`''- NfNT D� e£R� IAN LOT J j it COMMON .. M v� a,ge bCE ' SPgENI� �'� `° -` '" 35 ACRESto 40 �► 90 00 Pon)o $ Apr Sp UWIT 1 81.DG. ;4" Bl DG. A tp� f 4C "'.... b F.-738• UNIT 2 UNIT 3 BLDG. q" BLDG. q" �Nf J•0>� F.-'747. F• = 738. F• r 738. UNIT 4 UNIT 5 BU14 `A" 40.00'- 4 "x 29" $ �ry L'TJQN Ole 45.00' w .F.=747.5 r f47. r,ft737.a F.W737.8 UNIT 6 RCPE 0 .50% r p rD ,. E F•-746.8 F."746.8 F•-737.8 .�k 2 xr0 co SF 3.(Xl r5.00' $ 2 a $ CUL-DE-SAC` a'x QCOC '� C5 ty UNJT W T W 9,58, C I F �> J B( ry V.D.O.T. CG-9DJ STE dr 500' F$>43> UQG "9$ a O 4 oM S _CONIC. ENTRANCE N' y' t.94' 6"B F o> U* 6" er 2' GRASS STRIP 75.000 -15 x: RCP O 0.50% 7 - 4 9 9?' 746 BU �� o `�► ` CONIC. wALIt �, �; a �43�g F � CBS SAN. O O.a FUNK se` R505.00' 14+ --- 3 SJk F ">Jg aiOG CDN2T40.55"E g / CG- 1 OT + _ _�R L SQL-- EN �g. ---- -- � � p 4 • C , r: j4 9 8� � z M 0.6 -`- a=.�� . 121.23' .�' `� 4 .0 w A C AD 8 J F a> 39 J -- At -•- `=8' / -. , ryP• PERIMETER SINGLE 4 g- 1 4' cONC. WALK 8 I B , : .? ,� '� 4s" j FAMILY SEPARATION "tom 1 3 �t R' �.� , �. ,+. sfw �_,` 8 1 BUFFER & COMMON Imo! g wai mar 9NJss9x4"f �` a�AJN o .� I I OPEN SPACE w RCP 0 0.625% .37 STE S7 `2Q 1 .83 r. M'qT \ '. \ 4" STONE TURNINGY R 0£C o�R !I y (d j -A�gyT J I AREA FOR EMERGENCY Do �D� 3„ t9 I 1 eLDc. •c" -., fs,�T _ w,. t4� sR \-vEHIcLEs 400 UNIT t BLDG, "C" BLDG. "C -.. _k�rs S w T CJ,IyH S (W/GRASS COVER) " %) USE 1Gigp F,-737.8 UNIT 2 UNIT 3 BLDG. "C~ BLDG. "C" x4 (� ��1 ��R+VV *4 � �F4MkY p .1 x .F.=7 UNIT 4 UNIT 8 BLDG. "C" \ O .F,s7a6.8 3 37.8 T y� T " ' , T Imo' 'U '�20. w iJ •F•=746.8 .F.'.746. .F.R737.1 .F.-737.1 UNIT 6 2B.43' . �L,SQ rNn� F•-746.1 F•":7as.I •F•-737.1 i CON 4•i .`B,gTfR �Q f •F•=746.1 I IS.pO, gC C. w(k ' oA'• 9 ` fs, .�JNf tv 3 COMMON OPEN F $ t `� F b• e o wq�L q ' y 4 t S2o' ATER NNE SPA z g _ F y s>� toc " ONC. � w „1, --._.. SPACE a g g p 466 UNR D' BtDC Atk' vM ''N r" i .- _" •S �O N!! N O . 175d' f ).T> -'w7 U cvt 88. - 'F a>46 •6 .F a> J � o D R � �➢' � o1bNRc O 507C .B F�>q'e U� 'a 9 g 4S. AD _ W `y ,� g ►';� in , �l� w'� n�i 6 g �'384 FU r 86.8 ,n a, g $ >4>.3 F 3 BtDO /�: in ra M ." N 0 O�� h $ 4 j � UNJT 6Q" I III,� ` , -7 �. ) '4+N"4/E Ip NJ I 0 '1 COMMON OPEN SPACE t Rr ' NOTE: R ... ,00• 0 � � � / �ni �" J ,�, / (�/ � -, _ `.r,8,1•at.a' NO ACCESSORYSTRUCTURES 522'43'25"yy 139.62' �, 29.3 ti /! ` OR FENCES SHALL BE LOCATED ro `�" WITHIN THE ACTIVE BUFFER AREA OR PROP. 10' ACCESS © to WITHIN THE ACTIVE LANDSCAPE EASEMENT. EASEMENT 0)27 S'4g. ?•50" TOT LOT PLAYGROUND EOUIPMENT ,,,4_. STS. 2 ry N 16' SLIDING BOARD Sg .�, ? 16'-4 SEAT SWING SET t COMMON OPEN SPACE 5 �4�V J $.$ 8 , % 1§19'x8' SANDBOX w/ 6"x6" P T. & SWALE AREA 7g•?S. ° �, v1 N 3 PERIMETER 2 FfNC f ' ' HORIZONTAL BENCH CLIMBING LADDER 86 1 Y 40 NOTE: TOT 2 EA. MINI -BIKE SPRING ANIMALS Pr 8�) SEE GRADING PLAN FOR WNIFEIT 234�9 1 T4 S?�4 a LOT AREA 10'0 A RRY-GO-ROUND In$737 J6 CLEARING do DEMOLITION NOTES. pW I QO 26"r 6 3t yt USE, N� 1 PAV 1 l � 8%NAMW 08 807 POW g Its USE QCE 0 0f' ��pprAk DRAWING TITLE: LAYOUT PLAN I ' SURVEY: C.I.: Marsh & Legge 2' Lord Surveyors �.. �. \ LIU 5 05/03/00 ZONING COMMENTS JDJ 4 03/31/00 PLANNING DEPARTMENT COMMENTS JDJ TGP WN. JOB NO.: 3 02/11/00 F.C.S.A. COMMENTS JDJ 2 42/03/00 AGENCY COMMENTS JDJ SCALE: DATE: 1 "= 30. 0' 06/28/99 1 10/15/99 AGENCY COMMENTS JD NO. DA TE DESCRIPTION BY 30 0 30 90 Scale 1 " = 30 ft NOTE: t. AT THE TIME OF APPLICATION FOR BUILDING PERMIT, CONTRACTOR SHALL SUBMIT A DEWATERING �j PLAN FOR ALL BASEMENT AREAS. I Z. AFTER FINAL GRADING, A PERMANENT I I LINE DIRECTION DISTANCE DIVERSION DIKE(BERM) SHALL BE CONSTRUCTED L1 N3Y27'11 E 150.85' ALONG THE REAR PROPERTY LINE, L2 S29.55'41 "W 20.86' I ( L3 N26'44' 17"E 45.66' L4 S29.5541 "W 300.00' 5 S7 17' 7"E 6.70' ICURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD ARC DEF I C5 60,62' 15'06'03 230.00' 30.49' N25'54'IO E 60.44 24.54 40 C 12.3G;, 1253.97* 03-31-30" 1264*34'00" 200.00" 1 6.15' N31.41'26"E 12.30' 2638'52" C7 15,32 87*45'25" 10.00' I 9.62' N13"57'01"W 13.86' 212'57'28" 1104-10-27- Ca 5,00' - 74.27' 16" 1. Al COMPACTED PERMANENT SOIL SEEDING 24" MIN. 3' �1 FINISH PLAN GRADE BERM: 0.67 cy Per L.F. DIVERSION DIKE (BERM) N.T.S I \ AT AW yNRP 58 ��'�tK�r ` t` Iig 'ip °°"nira wwwr oMata tr E . I X r" Z � m RCP 2.1 , % / P OP. U 43 i DEDICfA D ( ` G GA i (n o ' 0110HT-01F- AV, U = a' 1.t 15.9'7 o 25'4 Jill g.R.L. ' ACTIVE 1 25_B.R PIN 86-5_ SCAPE ESMT, 4,8635 M STORY L ...._. m.. , -.-•� IACRES t FRAME "' f 2S' B.R. I _ I r� /573 �' 20' NOTES: THIS CHANNEL HAS BEEN DESIGNED TO CONVEY THE 10 Yr. STORM EVENT. THE CHANNEL SHALL BE A MINIMUM SLOPE OF 0.42%. THE MINIMUM DEPTH (d) SHALL BE AS FOLLOWS: MAIN CHANNEL SECTION 1: 0.80' MAIN CHANNEL SECTION 2: 0.60' MAIN DRAINAGE CHANNEL N.T.S STORM SEWER STRUCTURES SANITARY SEWER STRUCTURES AO PRQP. 45"x29" RCEP ES-1 MH-A 45 x29 RCEP INV. OUT-737.80 EX. SAN. SEWER MANHOLE PROP. 0I-48, L=6' TOP-742.49 TOP=713.50 EX. INV. OUT=736.96 45"x29 RCEP INV. IN=738.34 PROP. 8"0 INV. IN=737.16 45"x29" RCEP INV. OUT-738.24 ©PROP. DI-1 W/ JB-1 BASE MH-1 PROP. MH-1 TppP-714.85 TQP-746.90 45"x29 RCEP INV. IN=741.04 8"0 INV. IN=738.09 45"x29" RCEP INV. OUT-740.94 8 0 INV. OUT=737.89 OD PRQP. 45"x29" RCEP ES-1 Ml 45 x29 RCEP INV, IN=741,24 PROP. MH-1 TQP- 744.60 8.0 INV. IN-739.12 8"0 INV. OUT- 738.92 F<D PROP. ES-1 MH- 3 INV=740.10 PROP, MH-1 TQP= 745.75 ©PROP. DI-3C, L=6' 8"0 INV. IN-740.11 TOe=745.00 8 s INV. OUT-739.91 15 0 INV. IN- 740.62 15"0 INV. OUT=740.42 MH-4 OPROP7 DI-3 , L=6' PROP. MH-1 TOP-748.20 10e0 45.00 8"0 INV. OUT-742.20 INV. OUT-741.69 ®PRQP. 15"e RCP ES-1 TOT LOT PLAYGROUND EQUIPMENT 15 0 RCP INV. OUT-744.86 16' SLIDING BOARD ®PROP. DI-38, L=6' 16'-4 SEAT SWING SET §8'x8* TOP SANDBOX w/ 6"x6" P.T. 15"0 INV. IN-745.25 15"0 INV. OUT-745.10 PERIMETER 16' HORIZONTAL CLIMBING LADDER ®PROP. DI-3B, L-6' 6' PARK BENCH TOP=751.90 2 EA. MINI -BIKE SPRING ANIMALS 15'. INV. IN-746.90 10'0 MERRY=GO--ROUND 15 "0 INV. OUT-746.75 �PRgP. 15"0 RCP ES-1 MANUFACTURER: GAMETIME, INC. 15 0 RCP INV. OUT-748.00 DISTRIBUTER: CUNNING Bob CharlesS�TES t 1- 800- 235- 2440 NOTE: F.F.E.-754.31 t THE DASHED LINES INDICATE THE AREA r 'ter 25 INACTIVE SINGLE FA J ' Lp e � Nam. � PER (�MiTS NEEDED FOR THE APPARATUS. r I LA SCAPE ESMT. � , RESIDENTIAL .1 FAMILY R a CH, E a 0.424 Ma NT °F 9E PL As DESIR D cv t cr URBAN R I SINGLE F ESi � _ ( R °4' I 14.00' + R 3 1 I 8AN LOT I URBAN LOT DENTIAL o cry '`�es� . DiLE,�aIr 0 5 8'R•L I i I of I COMMON ' � ptN �kE ,rr I «► ots` ' �, . ,,,�,.j ti I� I / i OPEN I I I 14 8635 ACRES 't-....Z'S S_TR_ ( v LOT,,, ow4 >., 0iy I SPACE RR SPIKE N WPP ft.' " AD CAR I �• _ _ (TAP (T.B.R 12 ELEV. 52.54 \ � -' - -, �p ,,�, � - 0 P f ~�i C I (T.B.R.) 35' 1 f - SLOG. A. N UNIT 1 BLOG. q" BLDG. "A" S/p 1 Sp 4 C f " "`I ► ' F..738. UN R 2 UNIT 3 BLDG. "A" BLDG. i1" (0 CIt�NE4- F. 0>� LOT SIZE -747F.••738 F•-738 UNR 4 UNIT g BLDG. "A" 40.00'-45"x29" CTIpN r Sim�51.2a } .51.75 12,189.03 SF I F•m747. F•=747. •F•-737,$ F•-737.g UNR 6 RCPE O 0.50% T' T, rye 'S'.25 w Ire D 12LOT SIZE 00, _ 1 F•=746. k +l■R g,,,.F. = 746.8 .F. � 737. 0. T. CG ,047.76 SF 4 47 t ' F.x745. j C G V•p �. WTRgNCE PROP. 4$'R 46 47 , 47 .7 7 t - r COWC' . C�� CUL-DE- AC 4 46.1 48 S.2 g rRF t A1V ? �e ABC f a C 208. r ? FUNS I " I - R! ►Yq(K C8 �C V.D.O.T. CG-90 .4R,?5 pROP 38 CONC. ENTRANCEIt i i ri 2' GRASS STRIP 1 - ► 45. 80' 75.00' -15r 6• F 37 QG, ►t I 1 9 (URea S)14E T RCP O pp 5.a 43. > a2a8•B FUNS a8" eLAG W r, „ SID N Sle , M'^) e 5.7! 4' cONc. wcQ6 as > F >38 UNIT e' MH- WALK a F 5 �.. , P 4TER , ��t: 2s�v .47.75 - - H-? '*> F 4 �� N' ' ' ` .4 j ; SEW. ` O 0. 4 43. 7 4 >4> ► 1186.55'- t 5"e 4 �y. ?3 ✓1 F 39 ► � � RCP O 0.80% � ► / 4g CG-11 T .46 2S ENTR �� 4,7 4 ` '"•MM� .45.7 I `•`, a .0 4 $T �7fN 1 F73 8 / ■ 'fir I u n W 4 3.3 {, \� PE O 4S?9" '�/c 4g =>a!4 1 �� i .: (1tgaYYaP' ^' r °' 4S. ra ► � � A' I R 4 5.0 4, 43 PERIMETER SINGLE L3 Q� g �c WALK43 1* I FAMILY SEPARATION Iv `< s f""' sE,, BUFFER & COMMON I ' * ' J 4 „ ' V.D.pp,,.T. CG-9D I i OPEN SPACE ' CONC. ENTRANCE 0 . I Z 64.00'- 15" f 4 ` �a RCP O 0.625% 4a .27 PfN E tot � I 44 4645, 27 \ 3.8 � t � � 4" STONE TURNING � p* Avy H' .DQ E& j n Do 3�) � C � � 77 ( } 1 )REA FOR EMERGENCY � �D • ,19 fz011*" Rpm �� �" B�fOG. "C� BLDG. "C" e.e VEHICLES pC 4ue "mkpl 41 h (W/GRASS COVER) N 51MiE s, KA I F 737, UNR 2 UNIT 3 BLDG. 4 BLD6, 5 _ �I ff UNIT F. •746.8 0•-748.0 7,37RF37.t 37.i 6 ^ FC IQ 746.1 46.1 737.1 S,r `�'' SOP 1 ' 3 r I .F,a c7 .F.a i 4g' I4 _ .F.-746.1 kk4 C( * its �A .. _ COMMO � .FUD� \ � �•-- •\\ '4Lk ? a r 9�`8° W1TE { S;V-U g SPACE OPEN f F >37' ecfx 4> S ' �y�c c� R r=.e RCP 0.50% Q1� As U _`. E I � ;:�x >a6.6 �UN�. � " &� � 4 .8 a(k' 6• PVM S�, w ' n•� y fY s,�B u►R 6b" T*. F� 74>T S g S S f P8800'-45'x29" RCPE O 0.50% -.0 F Us � >u?�"eZpAD W 48.LIL 38 � ` F "►I+aN ' xr� 7w t` % 3 F 1,.s �``'"'� 60"ER r / 1 F 1•>� �� 50' 1 :etcc�� O a1?a>3 ®� 4 COMMON OPEN SPACE "^r A"( 738, 9 "1` NOTE: I NO ACCESSORY STRUCTURES ' " v +� R[,Zlr OR FENCES SHALL BE LOCATED WITHIN THE ACTIVE BUFFER AREA OR / WITHIN THE ACTIVE LANDSCAPE EASEMENT. PROPEL 10' ACCESS S , N /. EASEMENT � � 4\ •". `�` q TOT LOT PLAYGROUND EQUIPMENT .��� � - � SLIDING BOARD(> M15"0 RCP INV. IN-744.66 /.O1,':: 4 SEAT SWING SET P.T.(1 1 (>�u COMMON N SPACE1 7 �� I 8 xs' sANoeox w/ s xs' P. . & SWALE AR 9'?S� 16' HORIZONTAL CLIMBING LADDER ; �r 8' PARK BENCH ► t 7j2 , � I f'IYN.7 44 2 EA. MINI -BIKE SPRING ANIMALS Prof) EX. TREEL19E .,e N,/r '� TOT LOT ARE) 10'e MERRY -CO -ROUND I ►:' (T.B.R.) PW-A. �c►7 t t 6 WS_ I ► � � I ► I 1 t t I� 15"0 RCP INV. OUIT=744.56 REMOVE HARE FENCE AS I j AV a FlWOW DIRECTED BY OWNER i 1 11Is 5 'Wllc r ��Ovnk f J s s ��PLTH OF PROJECT: DRAWING TITLE: ! up. LEXINGTON COURT URBAN LOTL TOWNHOUSE & 1► 302 South Braddock Street, Suite 200 COMPLEX GRADING PLAN and 260 Winchester, Virginia 22601 FAIRFAX PIKE (RTE. 277) DEMOLITION PLAN o- ssJD5lo;1�G � Telephone: (540) 662-5792 OPEQUON MAGISTERIAL DISTRICT Fa x: (540) 662- 5793 COUNTY OF FREDERICK, VIRGINIA ONAt, �' 6 05/03/00 ZONING COMMENTS JDJ SURVEY: C.L: Marsh & Legge 2' Land Surveyors 5 03/31/00 PLANNING DEPARTMENT COMMENTS ^DJ 4 3 02/23/00 02/11/00 PUBLIC WORKS COMMENTS F.C.S.A. COMMENTS JDJ JDJ DRAWN: JOB NO.: TGP 9810007 2 02/03/00 AGENCY COMMENTS JDJ SCALE: DATE: 1 "= 30.0' 06 /28/99 t 10/15/99 AGENCY COMMENTS •,DJ NO. DATE DESCRIPTION BY 30 0 30 Scale 1 " = 30 ft e NOTE ' 1. AT THE TIME OF APPLICATION FOR BUILDING 20' PERMIT, CONTRACTOR SHALL SUBMIT A DEWATERING PLAN FOR ALL BASEMENT AREAS. COMPACTED PERMANENT SOIL SEEDING 2, AFTER FINAL GRADING, A PERMANENT LINE DIRECTION DISTANCE DIVERSION DIKE(BERM) SHALL BE CONSTRUCTED ALONG THE REAR PROPERTY LINE. L1 N3N27'11"E 150.85' FINISH -. . NOTE: _ �,. ,� . �''. L2 S29I 55'41 "W 20.86' PLAN GRADE R F I I + NOTES: L3 N2e'44'17"E 45.66' NO FUTURE CONNECTIONS SHALL BE PERMITTED L4 S29r55'41"W 300.00' TO THIS SANITARY SEWER SYSTEM. THIS CHANNEL HAS STORM MEN DESIGNED TO CONVEY THE L5 7 17'S7"E 5 .70' THE CHANNEL SHALL BE A MINIMUM SLOPE OF 0.42%. BERM: 0.67 I I \�\ Per L. . THE MINIMUM DEPTH (d) SHALL BE AS FOLLOWS. i CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD ARC DEF MAIN CHANNEL SECTION 1: 0.80' I r( DIVERSION DIKE (BERM) MAIN CHANNEL SECTION #2: 0.60' ` N.T.S MAIN DRAINAGE CHANNEL I � N.T.S •rK aid �' Kfi1q,E E USE 2AIIIM62 RPM �\ � �q � ��rME1Wr 6M�,c �NtaIFF4Mtrf��ENn,V � I � � C5 60.62' 15-06:03" 230.00' 30,49' 24'54'40" C6 122.30'' OY3130 200.00' 6.15' N31'41'26"E12.30' 2638'52" C7 15.32 87'45'25" 10.00' 9.62' IN25'54*10"ET60.44' N1357'O1 "W13.8 21757'28" C 25 .97 264'34'00" 55. ' --- N74'27'16'E8 104'10'27" STORM SEWER STRUCTURES SANITARY SEWER STRUCTURES U PRQP. 45"xz9" RCEP ES-1 MH-A 45 x29" RCEP INV. OUT-737.80 EX. SIN, SEWER MAN08PROP. DI-48. L-6' TOP�2.49 TOe-713.50 EX. INV. OUT=736.96 45 x29 RCEP INV. IN=738.34 PROP. 8"0 INV. IN=737.16 45"x29" RCEP INV. OUT-738.24 © PROP. DI-1 W/ JB-1 BASE MH-1 PROP, MH-1 TOe- 714.85 TQP- 746.90 45.x 9 RCEP INV. IN=741.04 8"0 INV. IN=738.09 45x 9" RCEP INV. OUT-740.94 8 0 INV. OUT=737.89 O PRQP. 45"x29" RCEP ES-1 MH-2 45 x29 RCEP INV IN=741.24 PROP. MH-1 TQP= 744.60 $ • INV. IN-739 12 B"0 INV, OUT- 738.92 F(�PROP. ES-1 MH-3 INV= 740.10 PROP. MH-1 TQP=745.75 ©PROP. DI-3C, L=6' INV_ NV. IN=740.11 TOP-745.00 8 •NV. OUT=739.91 150 INV. MI- 740.62 15"0 INV. OUT= 740.42 MH- 4 OTROP. DI ' L=6' PROP. MH-1 TOP-748.20 00 15'0 INV. OUT-74 t .69 8"0 INV. OUT- 742.20 ©PREP. t 5 0 RCP ES-1 D 15 0 RCP INV. OUT-744.86 < x rnn M X F O'rY k# TOe=749.10 • ®PROP. p1-38, L-6' 't my � M 52.01' 150 (V 4 . " �"� x ds' 15 0 INV. IN-745.25 s r fn ` `s. RCP 2.11% P f •+ ` �? '1�8Ip 15"0 INV. OUT-745.10 m r,y � U G � . ��`�' I OEDICAT D L � 9x7 ®PROP. DI-3B, L-6' 110 O I RMI-OF AY I mo\ 'may ' _ TOP=751.90 15"0 INV. OUT 746 75 IU = A ' 1,115.97 25' B.R.L. ' � ro\, RMi 25' ACTIVE 1 pIN �PRQP. 15"0 RCP ES-t ///--- 25' B,R. 86-5_g '`'15 0 RCP INV. OUT-748.00 LANDSCAPE ESMT. r' L. 4.8635 I "F - 1 ACRES v FRAME STORY �? F.F. 73 754.31 ix 25 INACTIVE tn� ` -' I ` k` `+S 4 I L L SCAPE ESMT. SINGLE FAMILY Y I SINGLE FAM1L Y $ro a • P fRM LrMi is 0%. I PL NTINGS AS DESIR D N URBAN OTiDENTiAL URBAN RESIDENTIAL °D c""£L rD0. Nz srw r ANf NT vfR M o� ,4.00' orER 35 e I ' m I I LOT b 1 R L COMMON 1 r\� d. -- I a. dF . J f a OPEN 1 1 �35 ACRES I at I m e% � SPACE � 7-- 2' GRASS STRIP I .a LOT SIZE I I .13, 348.19 SF !RR SPIKE jN W ELEV. 52.54 / 1 0 P 35' f g.R.L. I 1 BLDG. -A- UNIT S I ' UNIT 1 BLOG. q- BLDG. "A" CrygNNO 1.07 p 4 c f P ' LOT J `'� F.-738. UNrt 2 uNrT 3 BLOG. "q" BLDG. A" 0 E( Z 12,189.o3 $I 1 •J F.-747. F.=747. F•;7g7. .FU� 78 .FW7 78 UNIT 6 5 BLDG. " ROPE 04050X" �Ii1NL �ol� cG- 1 T --- LOT SIZE 1O[ , F. 746. .F.'" 746.8 F.- 7.3 7 EN 1 T '� ��WO.T• 12,047,16 SF' - .F.=746.8 VD O 7 ` ` PLUG `"YC. EN17� D PROP. 45'R Ncr' /c C CUL-DE-SAC 8(pC --� -- --� `mot C trN �-9D 208.1 94 Pt yR. ..8"0 -�-. PL V. D. O. T. CG- 9D �__' �' (Ty . F• II II III �-.� ryt r !4o Nr'?RogP.9�'`� 8 . W4TfRR AWjVE ,1,rR0R m. (p4QMh ia __�,•o' cG- , (>i486CONC. ENTRANCEpROpO0Sff2' RS?4 Y/STRIP- aaJCB. .3g" eL 7500-15 VD>nG,•S" a$Lajac LuRi RCP O 0.5% 6 8 F i L_ fl UhR , £'dGk4; _ C SEW. AItn, j a . �?3 186.55'-15"0 41 ��RCP O 0.80% L4 ff e R> Up S' --- R 4" SAN, 4' L �.a,39.1 F R 8 I 30ici,po• _ SERV►CEE sLauo• 4R��S C c. w K `4$ r F„� �$1t --- Y 3 gym') o /1Erlk�tN p ` ` w yb 4' PERIMETER SINGLE Gi7 coNc, w x ~� FAMILY SEPARATION "L3 BUFFER & COMMON "I�! I I V.D.o.T. CG-90 I MAN O OPEN SPACE w I CONC. ENTRANCE ) 64.00' -15" 0 S� ,•,a p�,,,, _ _ f RCP O 0.825% I Ty ) �� O' h t 0 C � 4" STONE TURNING �Y N QEpfEp I I �� � o� i 1 I AT h, r� IYgT Rk Rom%` \ I AREA FOR EMERGENCY " o 3-ty 7 PC� > n" I i BLDG.c• aloe. "�" BLDG. I �c F� Rlrc�f VEHICLES 2 cif i 11C !09 I ' w' ' \ \c (W/cRAss covER) N w tlp 40 D 37.8 UNIT 2 3 BLDG. � C" I d Ally - \ `o F.:746.8 •F•-737. .F.-737. UNR ! UNIT g BLDG. "C" I ) Li .f FL S \ ?O, w F.=746.8 -1-748. •F•-737.1 •F•=737.1 UNIT 6 8 F• *1746. j F• = 746.1 F•- 737.1 C BOA, f$ r\INS F•-746.1 I wq< F , 9�. MT• " A COMMi ems. +a+ # L 0, AT R INE `e a fYq _ ON F ' F R 4 E Tt'R �y smt� g SP OPEN a I F "7J> RLaC. " - CON Mork �, n 48.00'-15"o orf �5-o '�-,� ACE I >46.s FUNr7 eLac PVM RCP O 0.50% USE j 64 1 1 F $ j3> UNrr PLUG PRO . I �?p. AM �iM�Q f F4wi y %° ..�` r- "� z j 1 88.00'- a5' 9" 746 B �' a j 3 & DU E R oc ._ I I I AE9pEN 1 1 r 1 RCPE O 0.5D% I B F 3> aC. + fi r "''• + 1 �j48s FOND aa" 940C + AD F Sf O /,► `� " lvr 1 I p �7 UNUN 0 n CD COMMON OPEN SPACE >>< /W �p� NOTE: I 1 NO ACCESSORY STRUCTURES r OR FENCES SHALL BE LOCATED WITHIN THE ACTIVE BUFFER AREA OR PROP, 10' ACCESS WITHIN THE ACTIVE LANDSCAPE EASEMENT. EASEMENT N �� 'WN-q T 15"0 RCP I INV. IN-744.66 COMMON OPEN SPACE 5� 1 & SWALE AREA 9?51ARy �a?49 Prop. 73c" TOT LOT gREgl I op L: ® Inv. Ins 737,16 NB 5"0 RCP INV. OUT=744.56 FAVj �1P1 I VOLO zav4o415 +r O'IETvnW 'J'N"fH Op, D D O PROJECT: DRAWING TITLE: f,� QO�1S�t QL, p LEXINGTON COURT URBAN LOT do TOWNHOUSE COMPLEX p#mTm s 302 South Brad+dock Street, Suite 200 18P60 Winchester, Virginia 22601 FAIRFAX PIKE (RTE. 277) o� bS�e;l - � ' Telephone: 1(540) 662- 5792 OPEQUON MAGISTERIAL DISTRICT ! � Fax: (540 662- 5793 SIONAL ( COUNTY OF FREDERICK, VIRGINIA � UTILITYPLAN SURVEY: C.I.: Marsh & Legge 2' Land Surveyors � uj 0 4 3 05/03/00 03/31/00 ZONING COMMENTS PLANNING DEPARTMENT COMMENTS JDJ JDJ DRAWN: JOB 007 TGP 9810007 2 02/11/00 F.C.S.A. COMMENTS JDJ SCALE: DATE: 1 "= 30. 0' 06/28/99 1 02/03/00 AGENCY COMMENTS JDJ NO. DATE DESCRIPTION BY 30 0 30 Scale 1 " = 30 ft i ILINE DIRECTION DISTANCE L1 N33'27 11 E 150.85` L2 S29m'41 "W 20.1 6' L3 N26'44'17"E 45.66' L4 S29'55'41 "W 300.00' L5 S7Z 1 7'57"E 5 .70' I I' j j CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD ARC DEF C5 60.62' 15'06'03 230.00: 30.49 N25'54 10 E ��. C6 12.30' 03*31'30" 200.00 6.15' N31'41'26"E 12.30' 28*38'52"C7 15.32' 87'45`25" 10.00, 9.62' N13'57'01`W 160.44' 13.86' J24'54'40 21757'28"C8 53.97' 264'34'00"55.00' --- N74'Z7' 16"E 81.38' 104' 1.0'27_" I �"^'_""'--•-_. � ��``S`4 \ Rom. ---- USE. ra use TOT LOT PLAYGROUND EQUIPMENT --- v a Exa' ' SLIDING BOARD x � '-4 SEAT S%Il SET ^��t SANDBOX w/ Il P.T. � PERIMETER r rri m kIx y I 4 er,, �A� y - PR P. U • i. "') 16' HORIIDNTAL cLtreiwc LADDER DEDIICATED t x4 _ I;,y -spill� F ""� i�u� 6' PARK BENCH II O -Mill OF AY - � � � s � Y w �Lh r 1,115..97 x Yr`'A I o �A/ — 2S $ R L ''z 2 EA MINI SPRMIG ANIMALS C �F •� t0'r MERRY-GO-ROUND MANUFACTURER: GAMETIME, INC. �� 25' ACTIVE —•� I 86- 1B.R. 5—$ .` _ � N � I � LANDSCAPE ESMT. .., _` L PIN # ` DISTRIBUTER: C11l�INMtCHAM ASSOCIATES 1- SW-235- 2440 fi' i 4 �35 ACRES M — ''" Attn.: Mr. Bob Charles TINb STORY ( •-- .... FRAME DWELLING JI — 25 8 �•l.° _ NOTE: M F.F. ,-754 31 �� _ THE DASHED LINES INDICATE THE AREA 25 INACTIVE m SINGLE F I NEEDED FOR THE APPARATUS. ' I I AMILY R I SINGLE FAMILY "I �34 w LA SCAPE ESMT. RESIDENTIAL ILY R � �f I 7 3 PL TINGS AS DESIR D cv I URBAN LOT UR RESIDENTIAL !� • OVER 3 I oa ' BAN LOT o � �S ff 5 I J,� p! 1' 9,R, c>� COMMON I I 4 N i rn i v �• I �''i . TO REMAIN k a z OPEN I I �3S ACRf sP E I 1 S �.wAC i I I 2' G S STRI I -Mtr LOT $!IE '�".'� 11113.348.19 / ► "�N 13, �. ." "'► 348.19 EX. TREE RR SPIKE IN Will TO REMAIN — ELEV.1752.54 I C_ .0 pR�BLDG.A" UNIT I SLOG. A" E h S P A C E4? LOT I F.-7 UNIT UNIT 2 UNIT 3 BLDG. A" BLDG. A" / SIZE / F.-747. .F."738. F.a738. UNIT 4 UNIT j BLDG. A" e 12.189.03 SF LOT // " -'' F.a747. F.-747. F•=737.8 F.:737.8 UNIT 8 CG- 1 VDOT SIZE F. m 746,8 .111 6. F•= 737.8 j ENANCE!'� `^'rC T C� 12, d4 7.16 $F { F. - 746.8 I / „n�C k , CNTIRA PROP. 45'R / [y0Y , fN 9Q CUL-DE-SAC I { 1 "" F cc L4Nf Cp�RT NCf C W4(K C V.D.o.T. CG-9D I I Plp CONC. ENTRANCE w _ 6' f<Iwr ? VQG• _ F 24�pqq D 30' R` 2' GRASS STRIP - B F {6 g fi B BLS l e \ I I � -- (UtpBA Siff T 9 M' � ��- �46 e FAIT 6" BOG / EX. TREE _SD N Sf (Min• (Alin. - t- ._ 4• CG- =7 4 TO REMAIN `` Lirhit. Cr1OHi ' "E' ---«. �' G�ONC. WALK f ��� B F S ?8 ^1Ph LHT(YP} krre, L�> CG-11 T 9're ENTR CE s"9 439)' 6CQC c T I p Ts �,. iLNR 6 •YQQ.00 �. Cq� `748. 1 F 'I,;, *44 qe) l PERIMETER SINGLE 4' CONC. WALK I FAMILY SEPARATION v BUFFER & COMMON 44 CONIC. T. CG- 9D t W 4 CONIC + . ENTRANCE OPEN SPACE DO �E ` I t 4" STONE TURNING W M. DE �`S�� � ' I �C• I I AREA FOR EMERGENCY = M � � �0 �eR I I i?� VEHICLES AC '^•�� f FAY W r w ' I SUN t " BLDG. "C" BLDG. C. I ' i w/CC-6 TWj�,t.Al (' (W/GRASS COVER) ; N Ux• 1�MVCt� Sz •F•�737.8 UNIT ? P NIT 3 BLDG. -C" Bi S , BLDG. I OfARE.$ '`'s/QN.' ` I E"WIY ' Lkm W F,a746.8 -F•=737.8 37. 4 C" N F.:74 74tj>, F.�7 F.17 p I 6.8 37.1 37. t UNR 6 �Q CURe F L S ' ` • �Oo gw F•m746.1 F-746.1 .F.a7�7 I / C��.'• w t / 6L pc 'elk L� Sur �'� 1 g COMMON OPEN z F. )o, eL 4• — I A I �- C 1 � � s `'�_ SPA E gI I � ' ' .F ,� � Q s L,°cil,R b • eL Pv�M : � 'n` L"�ri 'iE Po°� -.. ' 1 _. • Z _ I I F">3> VNR 0` PRO. I l e I F�7 3 9L DUM ER a �� 8s F�% 1 30' R/ �R7 ?J / COMMON OPEN SPACE I� W NOTE: ACCESSORY STRUCTURES I I OR FENCES SHALL BE LOCATED WITHIN THE ACTIVE BUFFER AREA OR PROP, 10' ACCESS / / I� I �♦ I � WITHIN THE ACTIVE LANDSCAPE EASEMENT. EASEMENT s°9� ) $19•�,3 / j I 1701 LOT PLAYGROUND EQUIPMENT 16' SLIDING BOARD ' Um, n �100 16' - 4 SEAT SWING SET COMMON I OPEN SPACE S � / � � I 8'x8' SANDBOX w/ 6"x6" P.T. � M & SWALE AREA %Z5� J, MbpD 16'RIMETER HORIZONTAL CLIMBING LADDER ",T,A1P1 r 'tAl E. I I 6' PARK BENCH • ( � Z TOT COTAREA10iAMERRY-GO--ROUNDANIMALS i �) all W igoi ors ,�:. z4-0 PLANT LIST SYMBOL QTY. COMMON P1,TH OF a 302 South Braddock Street, Suite 200 18260 Winchester, Virginia 22601 o �S 0300 {v Telephone: (540) 662-5792 G1 L S91 0NFax: (540) 662-5793 A NAME BOTANICAL NAME SIZE REMARKE 2 JAPANESE ZELKOVA ZELKOVA SERRATA CALIPER NOTE 1.1 20 LEGACY ACER SACCHl�J?UM 2 - IPER 91 ORIENTAL ARBORVITAE THUJA ORIENTALIS 4' TALL NOTE l2 33 FLOOWE I G QUINCE CHAAEENOMEEAES 4' TALL NOTE L2 27 FORS _ffMT HIA I T R THI A 4' TALL NOTE L2 PROJECT: LEXINGTON COURT URBAN LOT & TOWNHOUSE COMPLEX FAIRFAX PIKE (RTE. 277) OPEQUON MAGISTERIAL DISTRICT COUNTY OF FREDERICK, VIRGINIA NOTE ii CALIPER MEASURED 1' ABOVE GRADE AT TIME OF PLANTING. NOTE L2: 4' HIGH AT TIME OF ,PLANTING. INTENDED TO REACH 6' AT MATURITY, DRAWING TITLE: LIGHTING & LANDSCAPING PLAN SURVEY: C.I.: Marsh & Legge 2' Land Surveyors ►- i V) 4 3 05/03/00 03/31/00 ZONING COMMENTS PLANNING DEPARTMENT COMMENTS JDJ JDJ DRAWN: JOB NO.: TGP 9810007 2 02/11/00 F.C.S.A. COMMENTS JDJ SCALE: DATE: 1"=30,0' 06/28/99 1 02/03/00 AGENCY COMMENTS JDJ NO. DATE DESCRIPTION BY REMOVE WIRE FENCE AS DIRECTED BY OWNER RWRT IMyW pft-mi � I$IR tf r yk r RED t 30 0 30 Scale 1 " =- 30 ft 90 TOWNHOUSE COMPLEX SANITARY SEWER PROFILE SCALES: (H) 1" =50.0' RM Tvr 750 750 _.._PROPOSED GRADE_._._.__. -----.._--------- _______.-._ __- ----- - 745 -_- ____-- EXISTING GRADE _ _r.- . _ _ _--- 745 � _ _______ _ ___ ___ .-._ -- ----. __w_ .____-___-_ _____ ___ _ -_.-___ ___-- - .-_-- - - -___- ...- _.__<_______ __ ..__ . __________ _.___ ___... __. 740 W __ __ 735 0' CONCR _ 735 _ ____ _ W L __ _Z 0' CONCRET NCASEMENT _ _ _ _ _ __-. - _ _... _ INCASEMENT- - _ - - - - - PROF 208.1-8 . 8 '� PVC uSDR35 0 1.00% ___ SAN. SEW. MAIN PRO SAN. 181.39'- SEW. MAIN PRO SAN. . 196.55'-8'0 SEW MAIN PVC SDR 0 0.40% 35 'O PVC SDR 0.40% 35 PRO 208.00'- o PVC SDR 35 SAN. SEW. MAIN 0 0.40% -------- --- NOTE: F.C.S.A. S APPROVE THE NON- 33TANDARD _ - - 0.40X SL PE- US�� 0 THIS PROJ CT.� - - ----_3 rr _. p (n c0 ! � W I tV cr I- rn I cV- I I II !I _0 .0- 1I 4 + O � t` F- II Z DO ao _ �- _ __�Q1 + tri II trolso Z _-__--_-- - oo Q + cV + CL i.- W 00 Z I- o0 Z 00 + --- 10+00 11 +00 12+00 1 J+00 14+00 15+00 16+00 17+00 18+00 5' 5' min. STORM SEWER PROFILE SCALES: (H) 1" m50.0' M1" to 5.0' --- — -____ 750 ____�.__ -----_ __ ___.__ - 750 EXISTING GRADE PROP ED GRADE 745 __-_745 740 --- - - __ -- .. -- - -- 740 - 01 - ___ t _ -- ___...__ 0 " w N 0'-45"X29" _ __...__ --- PROP. 40 735 -- 735 PROP. RCPE 8.00'-4 0.51Y 'x 9" PROP. 80. 0' RCPE 4 25% I Li J X s d r X 25 er -- - a + 0- t11 Z O cc a - ap +. O in- a-. -_ _ I! -- a t��d __ O t2 �_. �ZZ 00 + + 10+ 00 11 + 00 12+ 00 13+ 00 ....., _ �.. Civil �R rJ■d by I I I cast hwion loss!!@ W triMt bow pr thafta aottltlatMrlik aatMa hem PanMa 01) Iltodal PAMYCMC q 'r Panay Mom PAAV-Galt( (in e/. �• • iatur. ■ o.nrr..r . �- ---- - SCN 40 I adveN SDR 21 Qasiteted wow aw P" .red lttitoe IxaWrtfy give igIDa T GRAVITY SEWER SERVICE LATERAL Flpure 16 36" min steel casing pipe or tunnel liner SECTION sand fill pipe L-epocers - 3 sets I —bricked per pipe length. up ends (see note) NOTE: separation of carrier pipe from casing pipe shall be by either: 1. pressure treated lumber fastened to piping by stainless steel strapping or; 2. manufactured steel and/or plastic casing spacers ( 4• width ) SIZES REQUIRED CARRIER PIPE CASING PPE WALL 24' DIA (') DK (') TRC10ASS (•� +► height can be adjusted to 4 or less ........ 12 .................. .250 obtain correct percent slope 6 .................. 16 ........,. ...... .250 TIMBER SKID 8 .................. 18 ................ .375 10 .................. 20 ................. .375 12 .................. 24 .................. .375 WATER SERVICE LATERALS: a) casing pipe shall be SCH 40 PVC or SDR 21 b) 2" diameter pipe for 3/4' t4 1' sevice lines 15 .................. 24 .............,.... .375 16 .................. 30 ..... 500 c) 6' diamenter pipe for 2' service lines 18 .-............. 30 ........ ......_. .500 d) no spacers or sand fill to be installed 20 .................. 36 ........... _.... .500 21 .................. 36 .500 24 .................. 36 .500 (for larger pipe use tunnel liner) HIGHWAY CROSSING Figure 3 AMENDMENT NO. 2 - APRIL 1997 NOTES .. esy " +.a....cr.....n".a - t......... w ,*101— —1 N .r-t.a ..a.. ■ n .. tti.rm. 6F.tA ra.■a. a a.= ■ a■■ A1•. DI.a 0aber trt 2eL M wr ■Musa..." N w . low. �.■ t■.l Ty ant. 000 w M ..r.0.r ...A . U.1....�.{ ■1■..f .. �■� .A.w. Y �.4...A Dumb a ... a m" a aw. u.a..n t...u■sr .m..a. am Wallow .. w. "ass Nom"Gow am D.. Mw SECTION A -A ETMOD OF TREATMENT IN DROP INLETS Kwi SECTION a-B METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE 5 INLET INVERTS 'ARGINtA OE►ARTUFWT tape aaalala awe w 20•x 2n Ir chap (daph r eManow pbs aaal�ifr SDR 2t eaarar awn teye 45' bend r deaatet ill tnp NOTE : Where kNtpth of servlos isteral 10 exceeds 75' a tdasmA asawrtAy shall be kinwhed at the prapeAy ko. SEWER CLEANOUT FWM 17 bass ROUTE 277 WIDENING STORM SEWER PROFILE SCALES: (H) 1" =50.0' ---..----- PROPOSED GRADE— 750 EXISTING GRADE 750 745 .�____ -- __. i _ __ ...-,------ -- -- - ---. - - --- -- _ __ 745 - ZPROP. RCP ® - 8.00'-15" 0 0.50% A. e' W E 5'-15" 0 �6 _-- PROP. RCP 52.01 4 2 '-15" 0 1 1 X - -� PROP. 186. RCP 0.8 735 --__-.__-• -- _-- _-.-- -�______ ._____ _._.. -- _ 735 c0 t� J J _. ..-__._.. w If) O ~ O --- II _ ? + n_- t-zz + ___--- - - -t-- -- - -- - - .__ _ a +�-zZ - -- z + 10+00 11 +00 12+00 13+00 PROPOSED CUL-DE-SAC STORM SEWER PROFILE SCALES: (H) 1" -50.0' 750 750 -____._.__ PROPOSED GRADE _ y EXISTI GRADE 745 ------ 740 735 SAn, -- 740 __. ____ -.. ___� - — -- — — - - —___�__ ______ W L SEW PRO 5.00' —15 "0 1.43% - ---- 735 RCP 0 - - _ --'------RCP --_ _-- -- ® O.s __ -- - - - J J tf) t` II nZ Un � 10+ 00 11 + 00 12+ 00 METER BOX and COVER METER Box (See Note) METER BOX COVER 1e in. Die Non-T,ofrc M32C-Pw Traffic A3210t - T 24 in. Die. Non-Troffie MC-30 (Frame) WITH RML-1-T (TOP Lid) traffic MC-30 (From*) 1RIH RML-12-T (top Lid) Note: 1/2" thick polyelhelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) 11wed 2'1 4' with varies as foquirod type K c=opp*r tuWrig continuovs without nts from !� `1 .ester mdn o meter main METER SETIM PARTS arts maler w,�. yob -0a cMN aryenslsn site si[* >�+ bol rdw wit Y50 6A94-223W1#CM4-323tD-c Ec-23 I' 3/4' Y5041Mu94-3441N 19KA94-323TO-C EC-23 I. 1• Y504 W94-444w I9rd194-444tD-C EC-4 INSTALLATION NOTES: I, Exact location of meter box assembly to be approved prior to inslapatiom 1. Water Service crossing street shall be encased In 2' dio. SCII40 PVC or �I SOR21 piping. The piping shoo run from 3/4- Type Ki one fool beyond siWearolk, octal$ the copper or Mr l street, to one foot beyond Sid*wa Sktgl* me of installation — DUAL METER INSTALLAMIN Rotor cater set 2- above ,1 M boa �clwk vow Ir valve 0' slorto bedding dtion to ntelor / selling as required / F— esT 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AurunUCUT nut t - 0r'Tf0AFR 1998 tAl11M Wed WATER MAIN PROFILE SCALES: (H) 1" =50.0' _ VERTICAL BENDS REQUIRED TO CONNECT TO G.V. —VERTICAL BENDS AS REQUIRE FOR DEPTH & ALIGNMENT 745---- STM --_ EXISTING GRADE 745 PROPOSED GRADE _ _� `� 1 __.._. _ _ ---------- SEW _ _ _ _- _ __�.�. __ _ _----_ _------__.--- - _--------- ___--- 740 PROP. 55' 1 'm _.___ .___-____......_ rr — 74Q ________—_—___ "MIN . _ NG ___ _ STM ____--_-_—_ _. __ _ _ _ ___ Sew 1 735 ___---___- � PROP. 8-" _____.- _________ ___ __ LEAR STM SEW SAN — 735 SDR-21 ________ ew _ _�___ __ _ 730 1.I.: PROP. 8"0 SDR--21 730 J m m c6 m _ to Li N ,- C 4 ,- L► N V) + cV W •t O + 14'f r + n t + + + 10+ 00 11 + 00 12+ 00 13+ 00 14+ 00 15+ 00 16+ 00 17+ 00 13+ 00 19+ 00 � 0 6' due. schedule 40 steel pips fsbd with wrtcrets and pabded ( T yNbw #" C) 1' cofTcrttte direction of setthig b be approved prior to hMeMlllon concrete pod l'-r sq. x Ir deep brelar m rnsc lMkthl rw^ awlvel lae WAA r.rrlta. • .ramraaewrry In *ewNa a Para ��. tal.a a Nell tr.eeYeYa*ar0 Nara Opr+tTan w swr W-d rw4 sa tM71M+awmapp" aft 'earatw Ita1.s eraarin satr*s.rl.. awe seerwa prow le aaalaYMr IMlrlea TT - Ir � b K aas a mew art 1w fear rte a�tr awA116AW at The iwetYrs ert.ar,r trial WooluMs are all mmlbr owt Ty . tr arw. r tr sw at Poe aa. aetrT Year 1M A. It, C 4rrlrr CONcx1M DNIENNONG FM HORIZONTAL THRUST BLOCK$ P" OIs. Pkys, Wide a you It 1At• arts 221& cords M• and ell• artda - A 8 C A a C A B r v-r fyr v r Q-r 0'-r o•-r iw tr-r t•r r I, -r Or 1'r p-r 0•4r ar 1 •r 74r r-r to' v a-r r-r T•d C4r i'-r V-T trr r4r IF 1'r r-r rr v-r 1 r 1 •r r•r v-r r-r 14- r4r T& 1a 1•-3' 1•7 1'r rr 1'r FF 1r r-r 1•4r Tr v4F Fr rr rr 1•r rr 1r rr 1-. Fr Fr 1'41' rr Fly 1' rr 20• rr rr 4•-o 17 1 •r r r3' r s a• eer. fl nA o w s*w art aarwaeee w *attar [wit bateau. �T>IIata� eoD.�nt 1SL,2e� E1�If1¢ tr • uses a : ss s t sr lArtSIrALAIMM atMM Yaffe r 1.1 2, THRIL t aLOOlts FOR VERMAL 10' I A 3.7 UP so=1MIA111* TIE &#W Ir 12 2A s e AS FOR HOREMAL NEWS. 14• OS 1.7 SA 7A tr 0.9 L3 ILI it IA s2 a.>t 2W u 43 7A tltluar arw N up pr rrrt/aM sE altMr `4*f.-+ 4 01.w .r Ra 19-1 . Iva 1 tllla.tr aea .rrrrr r[IYI Is wo Mwt .w r .... a N aaaralt AMlar _ � .a�1•r rwrr•rrrY4rw rtrrrr. wwtrwr. . T I as ao. [ r +rrr•..rw w arwr rtrrraal ` r •.'a aarw. 1. ... a ...... Tra. A 10.8 1 �.e ar — -,• L- �rtlnsE scYaas In— a" .... I , 1 . .... .... ... aa•.,s- t .....� w [ra...M a..., t..r Trr wr t , •.. � .ra.r rr., w .0 r �w.a tw- wr t •'- r --1 PLAM r• I I ' at � *am,O ' r rw tar w rrrw, r aaer arrt r we.-Maime. .a. "or .h r a r ar,a ar 6.1,W ► - re.rar *,w'•'-w"' UCTION a-s -r... M' r_ t i Nei "r aw jj t I ow r wit .r r. wj_.�r6,111rr a►t 4 0.4 L _J 4w [ t 1--- • t'.a.rw Vitt r r moat 4w " • arra ; r t r tr. arwr r..,.w '40 r �-i.. r �— rr r u•. rr.r r."r• r 1f r'w"ir at.w w w w -.r . ar•r.r• am aw w [lea .A, - w. •.aar 1`110117 ELEVATION tr..tw ear •.r.nt trw r r 1 1 rr la..r..wr l rw N ar..r.,a e• 1 [Viva , r.r.a a.r= r ww.wr r .r...r...r.... r r • t • . � w «.� ar...• ar... o.a. w r..r r Viva r r wr - arty ti t t•r,r r r r•wrn, r .r. r r r..r I , �.rt rr.. -� - rwarr.. w....w rw..r.wr.. r.�r... wr.r ww.w , i4wa+• mr. r-r 01-41111 O1-40 0I-4C SECTION A -A T r _ 1 _------♦ +a_-_'—•.� ►------- ti r • tta. a ti w. r waaw ar► uar r r .r..r.r« r 4 r.ar• . tr. r .w.. • r Vice . r..t� � t.wr w. Y-a tr r • craw.. r two w .Ir.rM Tat-M'000500 .cawii tr r .rtaret r rarltla • r [tau wu M "'r'-r r w..rr . r r .w.rt . ► "r r r r w .r ..w... KTA& tMe was a.rw M.. r ttwn N r narrnw r ar rr A r oftemm. ra--tr \wr,. r aw 10 ... • .rr ..., r r.w ., ar AbAtgW TO CUM a..trrw w M....ale tp Ir taatrall, Iraa�a W r aaaw. lr rrt. r [••Viva w r • aw.. wRNMlT w/TTQI •Itr, r arw.ra tr r ..a.rttr rw. are tr.atatr. SMH I of 2 STANDARD CURB DROP INSEt:EION LET R 36'1• ' PIPE MAXIMUM DEPTH (H) = 8 EFE�R-;REN£NCE VIRGINIA DEPARTMENT 104.15 TRANSPORTATION concrste pad 1'-6" sq x 6" FIRE HYDRANT ASSEMBLY CONIORM THRUST BLOMUNG screw type — FlUure 9 Rpm 2 adjustable valve box I 36" min. locator peg WAfs 1 rnagokw mm - B"x 8"x 16" soMd block (for valves 12" and larger) GATE VALVE Figure a EIi141im" 12%so' PIPE •esMeY•sMur► Cows" to be 4000 Psi PLAN rC� a� T A I--D SECTION x-x ©IIIIIIV �®®® 1 • 'E'.11iE�E�iit.�:'Y�#i'i■Idi# ALTERNATE END- SECTiON 12' - r.0' PIPE s - t tall ra r aMb ar-taasere swam" earr.l-ease.[ __ Corcr[ta to Do 4000 PSI Mn PLAN --C� e I MISS! I =T A D ---- - a -- E --i SECTION x-x END VIEW C— a NOTE: r'r. I••arr arils r art w Mead rt {r►tsra. ow thaw a« to aft N as arlMaaw ttata 10." r dlr.ata door ta.«e r - -- r rya.rysw .i be,eelrt tt r N1wa.at r ara.ar b' SLOPE DETAL REFEMENM ME FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS 302 VWOWIA DEPARTMENT n TRANSPORTATION 1os.o1 I- A• -SC .•.r[rror.«.rtwtrccraarr.a.r.n..wr.l Mr.rwar L44+4 r+A.ra ar«a.w w �•wr e.Nart.e • atta�a��rE�{.[wr Mp,wa�trwM�wt • tit wllw fw.wt.. /a.Virr Ara 2• •.IYt rirwr. Lrrtw . t-e. aw [ 1t±4 rw N.fw N W, r.... • Cw 1 1 u. tut KiTT -[ a- rt ea.rr. 1 - t r a•.+ bat A IN" a - 1! .•Via ra.F •r r r.r NUAS Y M w / aw • IM. r rra awl ar L rw a w e'... w Aat a.. a ra.r w --aw. A Am e r. \-riw..w r rww [n. Y M wte�•� Cr., •Mtar N Y N rMf[w LAW 0. CMr' lY nit r awww.. r1Yu nr M rwwrlr O aw. Ir .a,r/tr r Y► . o.a .1. `ttr. ar [ I rrA l ----- �- �, SECTI N W I 1 a. r a.. a • C ... •, —a- a- -it .r a- ,tN A rr r.t .w r ...• AN t .... .. �[4.1 ac44 awttwtt r I FAA ELEVATION , 1 rat ON" am a. ­1 sh,••"""" .� _J car., wr..a �. oa-1 a t4.1 Yt.aww o• .~irr. i rr+•.r. al.r e 1•ta.r w•tr.. r r ra«M , a � w N M+ r M•„ N W arlr. wr. • wr�I nr p gttw N a,w- rwr r..,IN r. •. • r ,1 i It twrrt .w o Vito ..w r aNnw. aN.na ♦ ta.ay r rtr, w tr Y.«tra. Tu tK.M N• •rr► w e«nrau rtr wa a• . • - • . •.. •'* w �.w-• Mt ar�ar eta .Nit rl�r M +! Mr r NI [wrVita bea, W "am w r rt a, Y wl .6. as a I rY•. .-6. a a .T. • r" � rNr r ar.w Yo-ra Mw am". err.wnt IMwN N + rN- r•r -: a w r. r.v.ra. aw atlrarr. r rlw. aw wr ar t O.M. r .r...•. SECTION A -A Ot- T T r... Ib r. r r+ atr Ww r a. traw.la« r••-I•e`-i r. art r.I.r r ar". r r «.a.• . rwrr r t...wt A. 44 ,w aw r M•atre r 00" w wry Tall 11'aYrrra art... r .aa.arr .0 wKNr/ r w ea.,. ..1 K r•wrt • r .r.... r ."r/ r r r. w r r w +�.-►. all11�, ettr Yta* wr.aa Mar Y r.. l al .r r.tr rr• r r lee r r a..eMra M ei lwy. « tr Ill Via, . awr .�. r r. w rr. YMIr to i4� a.wri am ttaratwir. tau or arwwtq MMr4 a.t re w:r. •w•rr,. *a.. wit r wN • •�r r.aw,.ar• N ar" • r M .la..e N .ntw. trIT11aYT WT7110 •.tll r do ww«w at we ar..ew I,tr Lola tt.tlar. ••a w..a.at arM. ,r.+rarw.wrwr.trw. Sb*1 I o t STANDARD CURB DROP INLET SREFERE CEN 12 L30r PIPE MAXIMUM DEPTH (H) • 9 R V1R8aNA FARTMENT 104.0s TRAIITATION FENCE & DUMPSTER PAD ENCLOSURE DETAIL N.T.S. 2'x6 TOP RA 11x6 BOARD, FIRONT & BI TIOE NAIL E) VIM/ 2-8d N (IEA. RAIL) TYPICAL TRENCH DETAIL FOR STORM SEWER SYSTEM N.T.S. O.D. + 24" I FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL CRUSHED AGGREGATE TYPICAL TRENCH DETAIL FOR WATER & SANITARY SEWER RAINS N. T. S. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL 83'-4x4 POST O 8' O.C. v'u' m CRUSHED AGGREGATE I,Y STONE AGGREGATE 2>x6 BOTTOk AwTTACH RAI Wilt 3-10d I (IEA. RAIL) 12" DIA. PO FILL W/CON NOTE: • 4" IN NORMAL EARTH FOUNDATION 12" IN ROCK OR SOFT FOUNDATION c L NOTES: ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 5'-0" GATES SIMILAR. PROVIDE GATE LATCH. PAVEMENT DETAILS N.T S. ENTRANCE & ROADWAY SECTION PARKING FACILITY SECTION 1.5" 12.5A(SM-2A) BIT, CONC. SURFACE COURSE --- 2" SM-2AL BIT. CONCRETE --- 2" IM-1 A BIT. CONC. SURFACE COURSE BASE COURSE 8" 21- A ---�" 6" 21- A STONE BASE I J�± _ STONE BASE COMPACTED SUBGRADE + 3 COMPACTED SUBGRADE ---+► NOTE: THE ENTRANCE PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE TO THE ENDS OF THE CURB RETURNS. THE PARKING FACILITY PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING AISLES & STALL AREAS. W Y 4 x TURMG LANE TYPICAL SEL"MON AT ENTRANCE w ^ - z N.T.S. a 0 o w a 011 EX. LANE (12'+/-) 14' -- VARIABLE 3:1 SLOPE (Max.) TF 2" 12.5 (SM-2A) BITUMINOUS - CG-6 CONCRETE SURFACE COURSE .. _.. 3" BM-2 BITUMINOUS CONCRETE f __ BASE COURSE 8" 21-8 STONE BASE 12" COMPACTED SUBGRADE - AREA LIGHT DETAIL ZE an " fro oM a 0CA.%MKS) ALL LMM MALL K SWAM TO F'REa= OMECT LLLUNK,Ttal OFF-SlE Z/4"xte" TMEf� AAW IM 8MT (T11le) IE 91ACW. AND PC c F_ 1'ROPCSEp (MADE 36' (MOL) a• 4' F 4' CON_ BASS; - S Mn. _-- 24C DIA P 4-k REBAR-3" MN CLEAR 'CM@M&-M(3000 PS) 1� iQ REBAR O 8- CC EACH MAY TOWNHOUSE COMPLEX SIDEWALK DETAIL N.T.S. EXP. JNT. MATERIAL 4 (OR AS SHOWN ON PLANS) Slope: 1 /4": 1'-0" REVERSE PITCH Slope: 1/8": 1'-O" — 0 tT ;o `2 C a P• q "a . I }I CG-6R (Typ.) 4" CRUSHED STONE 4" TYPE "A" CONC. 6" STONE BEDDING (3000 PSI) 6" TYPE "A" CONC 6x6xW1.4xW1.4 WWF (3000 PSI) (1.5" Min. CLEAR) 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) NOTE: THIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR THE APPROACH AREA AS WELL AS THE DUMPSTER PAD. TYPICAL ROADWAY SECTION DETAIL N T.S MULCHING OF PREPARED ANNUAL/PERENNIAL BED WITHIN SHRUB BED N. T, S. LAWN , MULCHED SHRUB BEDS. SHRUBS PERENNIALS PREPARED BED WITH FINE BARK r MULCH - MOUND PERENNIAL BED " 2"-3" HIGHER THAN SURROUNDING BED. ® 4" DEPTH FINE HARDWOOD BARK MULCH TO BE MIN. NUGGETS, OR SIMULAR, PLACED 1 16'-12' 6' Min. r1/141 ". 1'- 0" 1 4":1' Telri.r5ir,r..11W (� "7 1 I , ' 4' CONC, WALK - GRASS STRIP CG-e (TvD.) FEATLAWS HOLMM - Onwtad a &4w sea oweer sissews re T„r bestiwa trft atr emwai area t &INIose. I; - - d ear •w•r+.. v eat center wet `r pels or wd now" a rw. dad soft sew.. cow" u6 ft" DOvus wME "d Ow Im - wrw nawe/ ttMu Iww te11iM a HI/p tartest wrM e-oboo t dw anew. KAD 41DOM OPTICS_AeWiwMd wYetlwwn reMeHe. Few OE wwwse IwMOs 809W l : lgpq AM METAL HAM It laww w k];'we A lawww ftt IV" IV ON- w e d tlreewt Type V le 1 1 2C to 35• WWAVW4 ELECTISM SYSTfid - ceoutww•awetate eewawerr- feawr I�SI"F starl:ltE �eaest a capperhsre,rrrd erd 10%bowl most FINISH - DwM MrwRe M"I nwo-TGK polresasr pow. Fz dot Walk is standard with surer archaset rsl Cale. eweaeMle. SOCKET - Pereelain, hwq real posalon•erwMed are- C�tv`TOUR• tell best socket wit copper .Hart Met•-eNtee FC screw 211eI and canter centac: UL listed ISWW�sw Standard dnrnaeru LISTING - U; iST2 lilted br wet beaumu CSA curt. HA:12it� 1-Ur Md1sae now- sl. total wwr,t a M 1/elapl uawel. n-vrw.aw -1 wTilsh: tT•1R'NU oI � t�� 17•yY_� Depwha• IR (M 1 ael Illl eahl "a am) ORDERING INFORMATION Example. 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BASE COURSE 8" 21-8 STONE SUBBASE COURSE SOM 8111114111111 Steel Anchor Base Pole w/{ S UCE CATMMnu ala�el 177E ❑� ZO 4G o'n,9 SHAFT TSFE 11F7TfHSi HleraSlE f i1R Issa Mrs wtl lewT tlHr iT. .- pw Iwrt we6q Mil i1M'T ME StK FI NISH M SAtLL T psumi Has Iwst weld OerMl- Desw oom FornHIE AaIIRIi 101701111111 AIdIIMwrrrr cam" RH;w Pawn O Slaa Dort low I WARIn Ow OIR taro. a OESISMIITIW DESCRIPTION O❑ 01111 NORM Mel TEWDII IIOIafTIIIG O aHA Irrn61 Allalaawew ❑ IT' Dw Top ❑ D 1 ❑ T2! 2-16 O.D R MPS) walk O ael ❑ T21 2•7AY O.D. 12•irr Wn) O on Olpf ow O AI' 3-1/2 O.D. (3 M►S1 O See Cllwwwot Gres O T7Sa' OD 01lT Mta$) O MN SNwISIM" O 043 SMeMMww DRILL W,OUMw FIXTURES ❑ lttawfe Caaen ❑ aM'2t' 2 rl 1w O SIM Ft ' 2 at 1 K" with am ant PuPW D ❑ OIOI' 3 r. SO' Dow) a of SD A !tS T i S" SHAFT SSi t• SHAFT A t111A Be Mae Maw Ano w warela sat tshnwls Ilr Cam PstRauw so" ad sadaw Ina *was, Juba A w C ammeow DareeMe rt Ft? _2.2w-c I' ApSfrC A1111w0 ►JNW CC Wir 2.3/e'.r r AMSIii AN" PJNIM s, wAr 3-3Ar•-4- IT- Aaa{S.S aml4 PaNmo c n oar l30111^-r tt-ur ANM4 AM1 4 PJmII WTIL Ferry saleaaa Wwas w WAIN It wee waaa wren super t1aMa 1114erAs the wo' Nosse MAe as wlersretl aAdtMePw eMnWtww M W Ilallp M sM estlwq taeMwta IOa a" tar 0wava arm 0 v Hash Pon ealp > tR er tseessaaswlesr en s arI s auaaa eat ' orr reMw a Iw tatreWr AReeMle4 O.w.w asww« hrarn aawCllwa aeharerhas. SHRUB PLANTING BED N.T.S. NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN. DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO EXCAVATED OF ALL E; TO REQUIRED DEPTH W/ REQUIRED SOIL MI MULCH TO BE 3" DEP1 COMPLETELY REMOVE I STRINGS, RIBBONS, ANI TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROUI ROOT BALL. SCARIFY ROOTS 0- .., . BOUND PLANTS. ' COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT STAIR DETAIL N.T.S. 11" CONCRETE STAIRS EXPANSION JOINT MATERIAL — #3 REBAR (Typ.) 4" CONC, WALK ROUGHENED SURFACE ON STEPS do WALKS (Typ.) -7" a 8"x6"xW1.4xW1.4 WWM 4" CONC. WALK SAVE 1/4- ":1'-O" --VAPOR BARRIER VDOT STONE BEDDING 4' VDOT STONE BEDDING `°rt +� 1`T�UNDISTURBED OR COMPACTED EARTH UNDISTURBED OR COMPACTED EARTH NOTE: SEE SREPLAN FOR NUMBER OF TREADS AND RISERS AND THE HEIGHT OF THE RISER NEEDED. SSS SGiIAiIE 10' to 4r 1Melsllhl j SPECWrATI Mi SHAFT - WAM M welesMle-Vak (AST4 A- sw Grab n Ir4add c&vm om vft orb" stow VAM I am a wMabom jw N 46.E 00i kwham ad Odom el Aar or Aw. Smile we w o-ow w1k a MM%rto /1"t Odom "I IlaeMwy OWN in wMN41iM wiM � MR tlwr Owaww Nit, wef araillw 1WeYwaY we111fw. AsaA1Mt aftM1 ■w1aW star �. S sRd 6 IueMK. AMpw SASE - Fatah "M Meat MM-twfrw eslaw 1N1w1 � Mr wrM! w stllw0 a nwWMw0 ow "up N Min PM.WOW No k POWN so rum son on iMe • wow bb an a' sea t Pon. NAIHNIaIE -A �lwRleln wrwaMOwe %WAN* tart ftawlfp walwaow 0MV40M of 3' a S' for M Waft MdoN ka ow saw To ttat "was w own. Ma: - A alit MOMS 18mW 4al1Yw► *Aft Sw hw4h* RM attar is waa"A ' wraM s Uri 131Mc,rwwld tlwa am not AKCHOR IOLTS - Toptr V*mM waSIN ASTM k 153 Made al 3W or T' ftow One rod RewMlt a RrOwmeet yYM > N 50.0m psi. HLRA CARE - Fw asm art mo saw 10 pMlanYwd, sWciwMd ar taatefw w1111. leP {'N - NhrfwMwOt. hip+'sMwplM pwk awl is tlMawG ti0/IRS - OwM wow P"80, paeAw *a MR Is mow. cow o tell IN&A Balwll, UK D0101-- AwlawA0010ae ABS pfasw Y /www NItlaled n wlwli wale. MOTE: w POW we show gdoft. poll tat rnppf pow ad wwM6 mp be ntmewew kOWSO1MF Y 01011111111011111111111116 wewep. C•A�.�zwCTURAL OUTDOOR TREE PLANTING N.T.S. NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WARE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN. 3" MULCH 3" SAUCER AROUND TREE — � EXISTING GRADE BLACK CORRUGATED PLASTIC PIPE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN, HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & ROPE FROM ROOT BALL. co Att Z 7TH OF ENTttAJOCE ExPAPIS M JOINT qCf 4 1 � D 1 w6Two Op Pwopmo a�wALx Olt MIDEWALS `..'�. I, SPACE J ExstiwSgw JollwT C --^- CUM N1MAMCD W ala7Mlwfla CUTTER \ I LOPAVED SPACE OR SIDEWA. # ( I \ fr Pww I Ufa p170 MC[ WIDTH DOWM 6 HWteAww 16' WIDTH OF G rT•TEA I Aeaaane Min own tE' } Ewal"W)k JOINT MAIM ROADWY • _r HALF PLAN SECTION B-B SECTION C-C wtwn used In cONumbar, wrtn Standard CG-3 or CIS-7, Ina tort lace Ore IMS SlondoFC hs 10 be adMated 10 match the rn.1001e two Coniquralan, SECTION D-D SOIL MIX 8" MIN. STANDARD ENTRANCE GUTTER sae VIRGIMIA DEPARTMENT of 203AS TRANSPORTATION a 50 0 50 Scale 1 " = 50 ft 150 ROADWAY CENTERLINE SCALE (H) 1' =50.0' (V) 1' = 5.0' I--- __...__ i .- ._ .__..._.__ . I ..._.._ _ ..- ... _._. 4 __.._..,-- _...__.._ ..+ _. � __._.._ it.._- ..,-.._.____..... ► _ I I.... _. _ ._ __,_------- 4'.—.... _ .. _._ .__. _.-_.. 4._-.-._.J._ ___... U U U 'J Z � Q Q Q I �- ti r r r W W W C, O t _. i I I !1 (La U Q r tL r ►- U-._ .... z p f- p p Z U O ._ _......-. _�_... __. U __. _... _..____.._. _UI �+ a �,- h _ __ _. O .M. ._ U _ O a Ni C7 ...g_ to tM k I- w.. A, (0 . q 00 w.. .It _ .JL _ M { pO .. _.. ..... _ ..,.__ __.._....._ w ... ._.. _ t� .... ._.... _ __.p n t IN it M + + + + + + + + + + + + 10+00 11+00 12+00 13+00 14+00 13+00 ��ti,'tA op- 7N s 260 05 03�00 G s�ioivs>V �' A r� C7, �N—T-2 E Nd I�P 302 South (Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone: (540) 662-5792 Fax: (540) 662-5793 PROJECT: LEXINGTON COURT URBAN LOT & TOWNHOUSE COMPLEX FAIRFAX PIKE (RTE. 277) OPEQUON MAGISTERIAL DISTRICT COUNTY OF FREDERICK, VIRGINIA DRAWING TITLE: ROADWAY PLAN & PROFILE SURVEY; C.I.: Marsh & Legge 2' Land Surveyors t — r- V) DRAWN: JOB NO.: TGP 9810007 3 05/03/00 ZONING COMMENTS JDJ 2 03/31/00 PLANNING DEPARTMENT COMMENTS ,DJ SCALE: DATE: AS SHOWN 06/28/99 1 02/03/00 AGENCY COMMENTS JDJ NO DATE DESCRIPTION BY