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44-99 Park Place Condominiums Section II - Shawnee - Backfile (2)
i y�l w i 10 PATtf( 1'#'rALIA,°�9c,ti��tihiiy�:1lnpy xanva.�,�:) �?� ' E$OOtCLANL>, LiU'1>�9' ' G14� VI11(al GOUI+ITX ,OF �RND�it , Pit(3dE. Ttt( $'LA .,C(iN8OMT'N�UMS cOAlPLEx, , 18l, 60i ,AND LANE COUNTY or, VIP A' OWNERf �SATIAN EN'1'EF2PRT.�'ESr INC, 5 DEVELOPER:, 1 �1 LAW -TON STREET 1(CIEAI. VTi2GINIA ('tA3) 356 1171, CoT tact: MR BARM, SATAs, ., SURVEYOR: MAR$T#' & LEGGE. LANq StIRVEYgRs, P ,,: C , 30 NORTTI CA ON, STRET�T WINCH$STER, 'VIRGIN A,, 66,1 CdtYtadt: ;MR SCOT SI1 APLTCANT!:/ 'PA` IT R LFWIs, P L C ENGTT E R. 3,Q2SOUTH:-BRAD1) "cK ST40,, 8U%TE .2U0 WiNCRESTER,,, VI•RGINIX"22603 Contact": TIMOTHY G:. PAIN'CER`a l', E 1 PARCEL, iNFQRMATION:,' PIN': 5aK2�1 SITE AREA� I1.00© Acre: ROW Dl�bICATION:, VALLEY:OlLL ROAD:0..471 Acr-00,, BROOKLAND DRIVE;: 1.063 Acres SITE AREA-: 9.520 AGxes ZONING;; 7RE .IDENTIAL,, toOfXG OfStRICT RP, ABSIDENTIAL PERFORMANCE DISTRICT ° PROPOSED USE CONDOMINIUM APART,11214 r COMPLEX CURRENT USE; VACANT`, ZONING REQU'IREMEN•T$ GARDEN APARTMENTS,: (CLASSIFICATION USFb FOR CONDOMINIUM USE) LOT AREA•:, 1900 $q,. rt.,pei !TWO BEDROOM U",I.T' '1. 0 AOret Size SETBACKSx :kEQUIRED &,TJES$CNED: PONT-: "35 It {RCDAD' R-f3-W,); FRONT;20 Ft. ('3�R2CING' 'LOT) REAR: 5,0 ht. WuLopa "Ef lm PRTNOIPXt - 40 Vt. ACCESSORY: 15 Ft DENSITY: 10 APARTMENT DWELLING UNITS PER ACRE 16 DWELLING "UNITS PER BI,ILDING OPEN $PACES 103 MINIMUM,- 2.856 Ac.). PARKING'REQUIREMENT: APARTMENTS''2.25 SPACES PIER 2 BEDROOM UNM PARKING REQUIRED - APARTMENTS 88 UNITS X 2.25; 1918 SPACES 6 HDCP ACCESSIBLE SPACES TOTAL $PACES REQUIRED': 190 -$PACES LANDSCAPING AND SCREENING: RP DISTRICTS': NO ZONITJG BUFFERS ROAD$"IDE.90PPERS: (MAJOR COLLECTO )' 401 INACTIVE -BUFFER, 40' ACTIVE BUFFER, DOUBLE ROW OF EVERGREENS ,OR 25', INACT VE BIjF?F A 25' ACTIVE BUFFER FULL LANDSCAPE SCREEN LANDSCAPING' FOR PARKING- LOT REQUIREMENTS RECREATIONAL FACILITIES: UNITS REQUIRED,: 3 RECREATIONAL UNIT PER '30 DWELLINGS APARTMENTS 88 U0I,T$/30 = 2.9.3' - .3 UNITS 'REQUIRED PROPOSED DEVELOPMENT: CONDOMINIUM DWELLING UNITS :EIGFTTY-ETGHT (88) APARTMENT STYLE UNITS FIVE (5) TWO-STORY BUILDINGS WITH, EIGHT (8) UNITS - FOUR (4)'THREE-STORY'' BUILDINGS WITH TWELVE (12) UNITS FOOTPRINT AREA: 5,819.17 Sq'. Ft./UNIT' - TWO STORY UNITS: lli 038..34 Sq. Ft -,/UNIT THREE, STORY UNITS: 16,557,51 Sq. Ft./UNIT ALL UNITS SHALtjjAVE 2 HEDROOMS PER UN1T 2 STORY, HOT.: 401-011' 'MAX. - 3 STORY, HOT.: 40'-V! 'MAX', PARKING: 234 SPACES PROVIDED (INCLUDES ,10 VAN -ACCESSIBLE HDCP SPACES) PARCEL DEVELOPMENT: EX. PARCEL: 11.000 Acres ROAD R"O-W: 1.460 Acres NET PARCEL: 9.520 Acres REQUIRED opt SPACE (30%): 9.520 Acres x 0.3 2.856 Acres': IPA$2CEL COV�}2A�1?:'0 c;,UIJ(ii51%Fia31u 'a: "' . BUILDINGS. 1.5204 Acres' PARKING/DRIVE$: 2.3062 Acres` WALKS, 1.1123 Acres' TOTAL. AREA $.1189 Acres OPEN SPACE;: 4.1911. Acres t46.0fl -open space is considered to be all lawn and slope areas and the areas ifor the OWN Ppnd-&, reoreari,pnal units. g3upfAREAS end .LANDSCAPE POAOSIM EFFICIENCY Lin—Pt. E ICI1�CY BUVALLEY F'ERS:, MILL ROAD, - 10 Ft. LANDSCAPE :STRIP ^� ,.,,WOLF :ROW OF EYERGRUN 'FREES 831.36 tin FtL. ALONG. VALLEY MILL ROAD - 25'Ft. INACTIVE BUFFER - 2,5, ;Ft. A IVE FFER - FULL LANVSCAPtL SCREEN, with 6,j WOOD FENCE LANDSCAPING:. :AMINC AREAS: 1 Tree Per 401 Peritfleter -' (25201 Perimeter/40' Q 63 Trees 63 Trees perimeter Screen Alm!.: R-0-W &- Ad j'acent Proper` t-166 5t tnteri,Rr Landsdaping 'Isl hOs Proposed Parking Brea: 100,458 Sq.: Ft. (10.0„458 x 'S% 0 5023 Sq'. Vt.). 1 Tree Per '10 Parking Spaces (237 Spaces:/1Q a 23.7 Trees -x 24 Trees) PROVIDED* PERIMETER; 05' ZELKOVA SERATA TREES 71 ANGLOJAP YEWS FOR, THE 'HEDGE, INTEAIOR' ISLANDS. 7„200 Sq• Ft.c INTERIOR TREES;, 24 RED"`MAPLE TREES' RECREATIONAL FACILITIES: UNITS PROVIDED: 3 -EQUIVALENT'UNITS - 1 EA. 24,41 x 40"t PAVILION' 5 vA. PICNIC TABLES 2 EA., BARBECUE GRILLS: - 2 EA. HORSESHOE PITS. (REGULATION '.PLAY) - 2 EA. SHUFFLEBOARD PITS (REGULATION PLAIT)_ - 1 EA. HARP -SURFACE, PERIMETER WALKING PATH ZONING NOTES: 1. gXTi'ER'IOR LIGHTING SHALL BE. PROVIDED' IN. TITS PAR KING AREA AS INDICATED; ON!' THE LANDSCAPING ;FLAN. ALL LIGHTS' SHALL BE StIOE�DOX STYLE] 20' TALL LRGRdTS ILLUMINATING 'THE INTERYOR PARKING LOT TREES. ALL LIGHTS SHALL DEr DIRECTED s0 THAT THERE IS NO GLARE OR %LLUMINATION'OFF-SITE,:.,; 2, ALL, EASaPaKWTs", WHICH ARE APPLICABLE TO THIS. SITE, HAVE SEEN 1#01CATE0' Oki THE PLAN. .q yy�y� Gfig' s ♦q p k R a Y♦ y "1Yu11 14AJ' SEMPgv PLA4ro' 4,0T FvaA T11111 c:lfe ? ... CONSISTS OF ONE (1) DUMPSTER FACILITY LOCATED .OFF.OF THE END OF'AMWAY LOOP. 4. DEVELOPP1tNT OF THIS SITE WILL NOT R ESUL'1' IN TFIE ':D$STi11BANCFj.OF' ANY 8jffST$'NG ENVIIRON&BENTAL FEATURE. 5. DEVELOPMENT OTC THIS "SITE WILL NO'T RESULT IN, 'TAL? INSTALLATTOn OF ANY ouTooO1R STORAGJI AREAS.. INDEX TO CITY/COUNTY LOCATION, VICINITY MAP 1" 1000, ABBREVIATIONS , ASSY. ASSEMBLY a. :1 BASEMENT FLOOP BLK. BLOCK ` BC BOTTOM OF CURB BMIL BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-6 CURB & GUTTER CGr-613� REVERSED PITCH CURB &CUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED', POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA, or 0 DIAMETER, DS DOWNSPOUT EOP EDGE OF PAVEMENT F.F. or F.F`.E. FIRST FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HDCP HANDICAP HB HOSE BIB CG-2 6" HEADER CURB HP HIGH POINT HTR. HEATER I'PF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT, LIGHT MLP METAL LIGHT POLE MPD MULTI —PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC ` OHT OVERHEAD TELEPHONE PIL PROPERTY LINE PIP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T,:B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. - TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP, or Typ. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WT'P WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS 1N FEET *00.00 PROPOSED SPOT ELEVATION x(OO.00) EXISTING SPOT ELEVATION - HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10'' LENGTH (TYP). 1 L- � L J C F L.. 3 L< P ,EP1 `0 n� n` it �Ii a/'DIE�P�L�II PARK PLACECN II�J LIST WINGS SHT. 1 /9: COVER SHEET & GENERAL NOTES SHT. 2/9`: CONSTRUCTION NOTES and DETAILS °�'` SHT. 3 9: LAYOUT PLAN �y"p 4NJll+ a~ Z)n 1. (/ y.- 01 VnIVA pn vv Ir x%vr llux o bi1<uul Lyu:d u rv.uluo SHT. 8r90 WATERLINE & SANITARY SEWER PROFILES and DETAILS SHT. 9/9: MISCELLANEOUS DETAILS FILE NO.: 9E GENERAL NOTES,: u 1. ALL WORK AND 'MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE _ _ _ AND I DEPARTM ENT OF TRANSPORTATION,_. A E VIRGIN A VIRG NI T FREDERICK, I H 'COUNTY OF F UN , 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" NOT MORE. THAN, TEN 1 0 DAYS, BUT N i WORKING D ( ) - - AS TWO 2 - 777 AT LE , 0 257 7 T T AT 1 80 ) ( DAYS', PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXI8T'3:NG 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 T. CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE 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. D_.. 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 THE SITE AT ALL TIMES. 7, TOPOGRAPHIC INFORMATION WAS DERIVED'FROM A TOPOGRAPHIC SURVEY PROVIDED BY THE OWNER THAT WAS PERFORMED BY MARSH St LEGGE,, LAND SURVEYORS, P.L.C. OF WINCHESTER;, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2P) FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE,. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE 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 BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMIT'S OF i,Fii39TWjC` ION. FUR 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. T FOLLOWING VEGETATIVE COVER SHALL CONFORM TO HE LLO IHG 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. 151 SEE SPECIFICATION'S FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS 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: T DEBRIS 1. ALL DELETERIOUS MATERIALS, ER% DEMOLISHED , 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. I UT P RM ISSI O 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: -0 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 PROPOSED MAIN AND ALL PROPOSED SERVICES SHALL BE COORDINATED WITH THE F.C.S.A. 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" & 6" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08t THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER MANHOLES AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. MAIN A. WATER SERVICE AND FIRE N SHALL BE INSTALLED As SHOWN. 5 8et D THE DI A. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METE R IS SET THEY RE QUIRE UIRE 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 H , LOT' 3 ) THE DISTAP$CEI BETWEEN THE TOP OF THE COVER AND THE YORE BAR SHALL BE BETWEEN 1811-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER TO HAVE O THE DEVELOPER/CONTRACTOR WORK%PSG ORDER. IT IS THE RESPONSIBILITY F 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 t ENGINEER. UT OR TY S ASSISTANT E B 00 H i THE LATERALS ARE TO E COORDINATED WITH THE A 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 CONTRACTOR 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. INTERIOR DROP CONNECTION'S SHALL BE MADE FOR THE CONNECTIONS TO THE MANHOLES FOR THIS PROJECT. THE DEPTH OF THE MANHOLES REQUIRES SUCH A CONNECTION TO BE MADE. 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. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO THE BUILDING. THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 12. 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 ALL BE CONTROLLED BY THE PROPOSED STORM SEWER ORMWATRMANAGSY TENS AND ST EEMENT'FACILITYtAS DETAILED ON THE PLANS THE _ ON -SITE STORM WATER MANAGEMENT FACILITY HAS BEEN DESIGNED AS AN�OPEN-AIR DETENTION POND FACILITY WITH A SINGLE STAGE OUTLET CULVERT PIPE. TO CONTROL 2 YEAR, lA YEAR, AEVENTS FOR THE POST-DEV O THE _, AND 100 YEAR STORM _ EL PL'D, CONDITION'.OF THIS SITE. THE FINISHED FLOOR ELEVATIQNS.HAVE BEEN ESTABLISHED SO THAT THEY•ARE WELL ABOVE THE 100 YEAR FLOOD LEVEL. SEE THE DRAINAGE CALCULATIONS FOR CLARITY. W STRUCTURES SHALL HAVE A DOT I!S-1 FLOW LINE POURED IN THE 2. ALL STORM'SE ER C V 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 AREAS OR TIED DIRECTLY INTO THE STORM SEWER .SYSTEMS AS INDICATED ON THE PLANS, PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE, ROADWAY, AND ON -SITE DRIVE AND PARKING AREAS -SHALL N: H PLANS. ALL POINTS V PAVEMENT SECTIONS;,, AS DETAILS O THE N L I RECEIVE THE MINIMUM P, MEN E D . . S E SAW=CUT TO PROVIDE A SMOOTH OF CONNECTION WITH THE EXISTING PAVEMENT HALL B H 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-611, 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 4 F MINIMUM INCHES _ 0 I CHE OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF E 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 #9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 211x2IIx72II. 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 1O.REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11.PLAKT 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 SQUIRE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PR',)R TO INSTALLATION. 13.PLADFT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUA(tANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. STONE CONSTRUCTION ENTRANCE 70, mitt. EXIST114G A PAVEMENT s T 10' MIN. 10, MIN. EXISTING PAVEMENT NT COl1R8EOACsGREGATE I I ~\ TO IE DRAINAGE IN. B TRAPP V [NO DE ICE I • MUST EXTEND FULL WIDTH OF INGRESS E S AND EGRESS OPERATION - PLAN VI EW 12' ION. 3' MIN. X MIN. FILTER CLOTH SECTION A -A RE1 FILTER CLOTH-' 6 MIN.i Al SIDE ELEVATION GROMD 1 70• MIN. 12' NIN:' B SECTION B-B BERH C ACI NC CONSTRUCTION UCTI0IV OF SILT' _ T - U P,O 7) (WITHOUT WIRE S P _ .R r 1. SET THE; STAKES. 2. EXCAVATE 'A, 4"X 4" TRENCH UPSLOPE ALONG THE LiNE OF 3:. STAPLE FILTER MATERIAL -T0 STAKES AND EXTL14D 'IT INTO THE TRENCH. i er _ If 4 4,. BACKFILL AND COMPACT V THE EXCAVATED SOIL, FLOW SHEET :FLOW INSTAL°LATION (PERSPECTIVE VIEW) , t POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT' ELEVATION) 7'I%AIPORAR 1'r SEDIA11.;'NT TRAP ORICITW. cf7DDhd ELEV. _ 1.0• 67 CU. YD./ACRE 1y-- G7 CU. YD./ACPE I• kux. (EXCAVATED). 1 FIIJER CLOUT OmCRrAL GROUND .• ElEV. • SEE PLATE 3.13-1 COAr.,SE`AGGREGATE CLASS I RPRAP CROSS SECTION OF OUTLET S I n[PRAP CLASS LENIpTII (IN FEET) e 0 X DRAINAGE AREA Ake DIVERMN Sn7 / DIKE ZX COARSE AGGRGATE EXCAVATEO FILTER CLOTH T".1 `� �+'•� - MEA ..COARSE AGGREGATE SIIALL BE VDOT 13, 1357 OR /5 OUTLET (PERSPECTIVE VIEW) ROCK CK 4 ACRESOR LESS OF DRAINAGE T. . r • + • e : fit. ••iLi.;:�,,�•�•! S ••Zr : ••°• °<•t. .. `• • a t FILTER••. : • • • + a •TH •�•�'.�•.:� .+f:. f • • • ,gob ••t• (OPTION L�1i.: •�Ir;�1e°;• o•�Ia °: icy f (DOWNSTREAM e. COARSE • .4.e •ism' �' S"Z:.`+.•:• ,ab•. ` ra..• 10 ;ice.?�:. : =;::? g•;�j!T°L•` •:r;..Zr.. e a•' T+ :i +2• as i i1 d• ••t: aZ+uf :• x 11 1. .nr;�'�'P• a �NSS:?:•.a ioL?.!::eo �:•:�:P::°.r::� i. `_.:..ii� L:C�.' ��i: ° i:'�. ACRES DRAINAGE , AREA- • • e ��r®is ►®. s® a►` �s��tti A (DOWNSTREAM VDOT COARSE FLOW T + ��, • ia�s •d �o:� 2�:�atii,�i�~s•piibt®�®®®����®. ILT F1 N C L��RT IN S .�' C.� U _ LE T PRO TE CTION " Et40WALt. ..r-_ r' -...-....------ ---- TOE Of FILL. i----� CULVERT L a roe or PAL SiLT FENCE , _. DISTANCE 15:66 MINIMUM IF FLOW IS TOWARD EMBANKMENT L FLOW OPTIONAL STONE COMBINATION I.II..o as is 'al 1' 11 Flow ••VOOT /3, #357 OR 15 COARSE TO 'REFIT E SILT FENCE IN HUmICbnuG wmj4 HIC1 VELOCITY Of FLOW iS EXPECTED I RPITAP PIPE OUTLET CONDITIONS A A IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL SECTION011 r FOR ENTIRE PERIMETER ®I�s® IN an-UNSIR-6 . •� r 1 a. �-sy�ol• fr•M'• ® - .tl+•)!e•10 'end®, A • e r ' •`as�sri• r. sf►.-mow w r®► .ns�s. • • s P • e•4 • lili;,�•1�,1®•:,►• �o ••saki• e�.�•9 �Illil e • 71 a• e •a 1 e e. Square Straight Steel Anchor Base Pole ORDERING SEQUENCE SS.S CATALOG NUMBER POLE HT SQUARE STRAIGHT SSS $Q 4C OM tcC TYPE a Lo STEEL 1 , HAFT TTfPE 5 4 Mounting 1 to 0 0 0 9 OPTIONS NOMINAL MOUNTING (see back page) HEIGHT 1040FT. U (see baclt page) SPECIFICATIONS NOMINAL SHAFT BASE SIZE FINISH SHAFT -,Minimum weldable grade (ASTM A- m 1 uali ANO WALL THICKNESS 500 Grade B) hot•rotted cam erda -q h (see back[ page) Designation , Description carbon steel tubing with a tninlmum yield of 1 f Architectural Colors Polyester Powder 46,000 psi, UNtplm wall thickness o , I 20 ar FIXTURE MOUNTING METHOD O DOS Dark Bronze (Stan" •188% Shafts are one-piece with a kinghod-nal _ electric resistance weld. Utittormly squafe In DESIGNATION DESCRIPTION, ODNB Dark Bronze II adsssetXn Afth0at aides smaD corner ❑ 0B' Medium Bronze radi. and excellent torsional Yqual(tes. Available •e TENON MOUNTING OPe DNA Natural Aluminum Shan width$ are 4, 5 and 6'inches, nT O PT' 0 Top OWH While ANCHOR BASE - Fabricated tram hot• oII ed O T20 2-3/8',0:D, IT NPS). O 0E1. Black. carbon steel plate that meets or, exceeds a O T25 2.718' 0.0. (2.1,17 NPS) Oe OSR Bright Red minimum yletd`sirength of 3600 psi. The O T30 1 3.112 0.0, IT NPS) O DGC Charcoal Gray anchortlase'is- provided with round holes on O T351 4. O.D. (3.1R' PIPS) O OSB steel Bide 4': SIDtted hotes on 5- and Fpotes, ❑ DSS Sandstone HANONOLE - A actangulat ft0torced DRILL MOUNTING FIXTURES O OTG Tennis Green handhote rim having nominal dimensions of ❑ DM19 1 1 at 80' T x 5' for -all shafts Included is a steel cover O OM282 at 100• with attachment screws, O OM28 PL' 2 at IGO* v hh one side plunged GROUNDING - A nut holder located ❑ OM29 1 2 at 90° Immediately inside the handhote rim and is O OM39 1 1 at 90° provided with a 1/2' x 13 UNC ground boll O OM49 ' 4 at 90• and nut. SSS 4• SHAFT ANCHOR BOLTS - Top 12' galvanized per A SSS 5' S S' SHAFT A ASTM A-153. Made of 314' or V diameter 1.I steel rod having a minimuntyield strength of 1, 50.000 psL HARDWARE - Fasteners are high -strength r1 r� 0?lvanized, zinc-platedor stainless steer: �Ji I t l�l TOP CAP - Weatherproof, high -strength plastic cap Is standard, FINISHES - Dark bronze polyester powder finish (DOB) is standard. Optional painted finishes avaTlalite. Shan an tl Base Anchor Walehouse Template BASE COVER - Au emotive grade ABS plastic Sire C-vde Pr(;e::t:an S':iara Px_1 Andw Boll Number fun )rover tinlshed to match pole. At Base .A B C DewlPian OescioaM 4'C 8.1a 2.374,•4' 8* AOS$S.4C A818.0 P350004, NOTE; If pates are rioted oulslde, protective 4'G 84rF 2.Y4.4• n' ASSSS4G A830.0 PJStttto4 wrapping paper and cardboard meat be 5' 10'-12' 3.318`•4' 111' A9SSS-5 AMN PJ58010 removed NtNt]edlately to prevent Hoist) G 11'-13' 3-II9 4- 12-lit AMSS-6 A83" PJ50011 . damage. 0-'AA' . L/ig= ARCH/TECTU/1AL OUF�OOR NOT,,E- Fgaary ci aafhd templiatt must be usgrahen senucg anchor baft& LRhorda WITIAM - = accept ctalimTor Incoreect anchorage otatkdenr tits-- to fillute to use factory template. ' KKS"series tumfiui7e4 *.J I:a 41 cz, gales cnfy, ' 3-11Z e6 4' tend rs a'-44!'eon 5° And 6' matts anly.. 1 DrtOpittevnIslar:L��C1I�Ar„hiteti:oa10ed3aDrt?ztalesM"7usoxpeCtttedon:erwtse'=, VIRGINIA DEPARTMENT OF TR ANSPORTATION >TA NT N DISTRICT S U O D S RICT REV 7/95 PAGE 1 OF 1 GENERAL NO)TE'S FOR ENTRANCE PLANS VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS 0F THE VIRGINIA DEPARTMENT OF TRANSPORTA TION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION) AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STAITE, FEDERAL OR LOCAL REGULATIONS APPLICABLE, IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SIPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GMVERN'. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LAB0R OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PtERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THiE CURRENT EDITION OF THE VDOVS WORK. AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MIUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 19914 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATION'S, 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 WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT' PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NIOTIFY 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. V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TOl 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, T FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. FEATURES eta................. .. ... .. ... ............. ...... ........................... ................... _.........,...._ HOUSING - Rugged, dio-cast, soft corner aluminum housing with 0.12' nominal wall thickness. Extrudod ceuloonumeor.... .,..............._.._.........,___.... ..... .....,.._...-.___..,.. P soft corner arm for polo or wall mounting is 31an- dud. Soft Square Cutoff Lighting ODOR FRAME- Die-cast door frame has impact -rests, lent tempered glass lens which is fully gasketed KAD 400M with one-piece tubular silicone. p OPTICS - Anodized aluminum hydroformed/segmented reflector. Four IES cutoff distributions available 'Typo 40DW METAL HALIDE 11 (asymmeoicl; Type 01 (asymmetric): Typo IV flat- 20'to.35' Mounting, ward throw): Type V (squarel. ELECTRICAL SYSTEM - Constant -wattage autotrans- former 001 starting). Ballast is copper, wound and 100% factory tested. FINISH - Dark bronze (008) non-TGIC polyester ,pow- der finish is standard with other architectural colors available. SOCKET - Porcelain; horizontal posiiion•oriented mo- gul base socket with copper alloy nickel+plated screw shell and center contact UL listed 45OOW- r .... . 60OV, Standard dimensions _r LISTING = UL 1572 fistod for wot locations. CSA Carlo- EPA: 1.2 A' 7,118` tied (sea options). 11Ca aml Weight 411ea 119.6k01 Length:_N-f Y 44 Scn1 -" !I Widdltli•ti2'144.Scnl � a' 17•t!2'_.� . Depth.7A10'hat cm 110,2 col 44.5 cm I ORDERING INFORMATION Example: KAD a=A 12D SPOM ouFDD0 Chaosa IA• bak"aco e"atop mmandati, thsf bw aua, your noe®..end ,.he a In kh..PP,.P•t". bt .k KAD 400M 3 S P b CI A- Series Valtags Mountingg Options KAD 400M 120' SPOO4 Square pole 14'sannllstanda=dl Slapped Installed In Rrnasa Architectural Colon (powder E.nshil 20/ SPp09 square Dole (a' 1 um)" SF Single:fuse (110, 211, 34TV, S'iaaaard'Colors - 61,14bullon 240 APP04 hound pule IC amnl nal 4ue:fable with TO 000 Dal@. Gowe Istandaid) 277 Antis Round pole IT enroll -' OF Double fuse fit; 240, 430V, OWN Vt�,;ia TBI A2 IES type II asymmeam 317 WWD04 Woad pale or eras!) Id erml nt9 eva:'letie v,3t not Mack FU IES type III asytnmeoic' 190 WWDOa Wood pale a waaO19'4rnP• .PER NEMA noise -lock receptacle only - o ofocantrd f:fesak Ccfara En 1 A4 IES type IV forward throw' TOP WB001 Will breeketla'sarml DR8 maxim re. system DAUB feed:. s bronro MI IES e V square IYP q. UArm (When ludeW maiefmum,lampnotlncfudedt ONANatural atamirun lam Shipped s.puaprefy COA GSA -labeled for US shipment to 'DLS Sandstone. OM Mat arm adaptoer Canada 0Gt Charcoal gray KTMB Twin mountingbear nJ Socket position for ed0h DTO Te:cis Croon perfornanceopdcsIRZ.RX25SP DAp12P Degree Aim (Pal") ORS DriChlred nipped separately' DADIZW .Degree Arm(WaC1) DSO Stociblua PE1 NEMAWst•IackPE1120103, 246V) PE3 NEMA resist=lock PE 1347Vi P14 NEMA resist -lock PE 14811VI PEI NEMA Wst•lockPEl2nV1 ITS House side shield IR3, R4 ontyl Accessories: Tenon Mounting Slipftter KADVO Vandal guard Qral.r •a w0.rate utalao soma«. - -. KADWO Wiro ousrd Number orflxlurae NOTES Tenon 00.. One Two01eD' Two090' Thres012a• ThreeCW* lFow(M* I Nouaf no. eroa:e e.edatlo 2.318• 7`20.190 - 7Ta•210 T20.290 - T29.520 - T74290-'T70-490 7 Opncnalau:a=1.0 Daa.e11120,T0],71D,f71V1. 2.7le' 12S•190 T23.220 M290t 1`25J29 725.3W T25-401 3 TMaP009,0PC�aLWVB mcatCaoosdesonnxr arowe . cr n.ad cnafCi'dr2'np.perarn T30..190 T70.210 1Y0.290r 711.326 T23.3ml T23•�! _ ondmak d aAfy be ad• ed as aca •acofay 5 R.cLc.plocau E013ferap r st Co w.O. 6 Add=lionel mcwtactunf rdar. s 46'a. ales.4 eon trachw. T Mall ufa UP= O L/MMVIA c�c rirv� ARCWMCTURALCt111)OOH110HT= KAD M4 AREA LIGHT DETAlL NQT TO SCALE SEE SITE PLAN FOR UCIT LOGA7BON(8) TO PRECLUDE DIRECT IIL(UNATION OFF-SITE I 3' Min. 3/4.06- THREADED ANCHOR RILT (TYP) COORG)BIATE SPACING AND No. R R EO PER SIN D MANU. PR GAD GRADE 110 F 1 11 4' BY 4' COLIC. BASE 95 MAR 0 B" CC EACH WAY I C X H J W CL 0 o Z Q W Z V .ems M i I -ass C) 0 Z Z I - CD Z Q LY t� LAJ Q Z 0 � Z V �„® go do wpm sea as La 'sae® Lap Ljj cpalgfres MEMO O aa- 1� 0 1) �5 p N � (C) m V 7 N r U) N I ILA IL `III N (V N L_ (D C C U U O O \\�_, u L n W a; m 41 fn N O r� S: 0 [ a� X 0 Q N No. 260 f G IONAL SURVEY: C. I.: Marsh & Legge N/A Land Surveyors DRAWN: JOB NO.: TGP 9809016 SCALE: DATE: N/A 07/18/99 SHEET: 2 AV Ex. 12 0 RCP 667.91) __ ' _-- - M 30' PRESCRIPTIVE R/W RF nOv. ("0 RCP \ PROPOSED CAT = 0.477 AC. ���,_ P� Ex. 12'0 RCP E �;; BE DEDICATED TO VDOT �H � � 0 E - - -- N 14'44'12" E S 75'1841 E �.1. - .. - r ,� H Ex. � '0 CP 831.36- i- I 35.00' a APPRQX. LOCATION OF ' i' /% / ! i• % / ! �� / / ! i i % / ! _ - �- - 1-��- FLOP., "0 % / " �' Y ' �- - --�•-� / ' P ' i'� EX. GAS STUB (TO BE ® _ FIELD 'VERIFIED W/ - - - - IRF � A TESU PIT) vJ - - - - - - Ex. 15"0 RCP p-\\ ? F -- � - 777 25.0 Inv. = 665.86 0___�- 6 HIGH � B - N_\;- -- ,6G`M 13.94 U 30.76' Vy00D FENCE - 25' INACTIVE BUFFER WOOD FENCE `�' & T.BEN N CONNECTION TO - EX. WATERLINE _ _ _ _ i2 R 207.50 REMOVE PLUG & S 73'22' « �� 2'R 40' BUFFER N PARKING _&REA L4 - - �2 45' END 8" 0" RED.. T.B. AND MAKE 5' R v - / ' u er LIGHT . ��. 4_2- a �'' v \ ' a � 1 1 NNESTI9N 0- G� 792 40' BUFFER 2 CFiP TELE S9• Tro sitio_n (TYP) N c) - - - gGT _ - - C� (END CONSTRUCTION 5'R 5'R pp DB 5 PG 800 n...- . IG aw 1 1.000 N ACRES N Q� �;y L. ` o i -� 9' ! ! F. 50' B.R.L. W�2 20+83.30) w a I oo °o w GF R ® I . I I v h P \\' ` rn Q J� .� t^ C,%6 Sh R 6 ' 67�.95' 1 8. �� 1 R 5 \ ,,, 20 a, \ Sj\NG (^ (TYP) rn F.L.S. \ o - BRA\DER - -1 F' I / - 80 B.R.L. �� M Gcc^ N JC' - - 20' / (nP) STEPS �. - 57.71' w _ 4 32' So.00' Q BLDG. , B BLDG. E"Li 24" Wide Trench 2 6' CONC. LEAD �- 6' CO' Drain with Cover �2 T5 _ CONC. -vC'� RESIDE"AL RESIDENTIAL �' m J 1U) 21.53 _ I ) WALK & 1.0% Slope ! K �o D �` w WALK(TYP CONDOMINIUM BLDG. CONDOMINIUM BLDG. w D « » STEPS » « � � , �\ \ 6' CONC. LEA ® 1 - ® - BLDG. B - - - - - BLDG. C ? 2 Story, Hght. 25 53.04' 2 StoW,�'n . ght. 25 �; ' n' 3 � • �t 9 WALK(TYP� Z RESIDENTIAL . , RESIDENTIAL � Q -`' 8 Units its o 1 ' 1 ' o U w"A •�� ONDOMINIUM BLD NDOMINIUM BLO �, a _ F.F.=665,.75 . ADEWIALDG• INV= F.F. 662.50 \ I. _ '�� 2 Story, Hght. 25 2 ' Story, Hght. 25 0 f� ® 6' CONC. LEAD 656,75 6' CONC. LEAD a 3 '3 6 'COr*+ 2 WALK(TYP) WALK(TYP) \�� ONDOMINIUM ®L D 8 Units 8 Units 20' 2-}--20' 42.35' O ty� \ R/W 2 StO�I. - p.0 INV- 50.00' Lc : -- 38.62'� 6"0 PVC SCH. 40 2 90.73' Hght• 25 F.F.=675.33 F.F.=670.00 \ - W EX. 60 pG Sag 8 Units 21 95 �.6 663.86 26F - J�' o INV= SAN. SEW. LAT.(TYP SERV. p NOTE: �p 0 31� 6'%6,40 ,F r- ,.� 65$.31 a �, PROP. SIGN: dD Q g E,F,= INV= cn J V \` IGHT 5'R Prop. 30.74'- 15"0 � IN M B °N° �i •' <o AREA=100 S.F. MAX. 663.2 HEIGHT=35' MAX. �rN 6" PVC 40 MH-A - I I RCP. III '�� c� i , SA SEW. LAT.(TYP)33.00' c� TYP) / a (PROPOSED SIGN WILL CONFORM \ OGE INV= 5'R c, U WITH THE REQUIREMENTS OF SECTION Q 5' 5' cn p Pr 201.88 18"� 1 23a00 112 .00 P FH 4 BEND m c� ppl r, 662.50 48' T.B. I p� 1,,,�Ni' Pro 24.31'-15'0 � � p, Q. 165-30 OF THE FREDERICK COUNTY 99 p, G cv RCP. CL. III ® 7.20% � ZONING ORDINANCE F \ 65' INV= G 4' NC. WALK I® ( a 5'R P• rn E I I , v o- RC CL. III 2.38� �- a 669.10 0'R 20' �P� I 1 � 5 I j DR ps67�'A j� ro 70. 0'-24"0 Cpp. '1 j2 a lU"Uj �_ 1 ',��AN,pS �® 2.0 01 TO 62 �. 21.5' - P C 12', N RLINF FSMT -�-8 7EE - {1 INE ,613 rq - N�• HEq x x TEESDR-35 SAN. S L. It-0-2- 69; L2 ® 1 v�4 T - 8" -fE �0 MI `\ 2" METER 2¢ - �-�' - - - \ RGP 98 g (TYP) ,-- 488'R. 5 R10V, PA ING AREA 5'R,. 8"x8"x6" TEE 8"x8"x6" TE 3.70 1 ENO a ,,.� 0 �V cv 45 15 \ `61 6g6. j , x 20' W TE E T R F 20'R - 45 0, n� ___yt I II�G-+�Rb�- 20 j BROOKLAND HEIGHTS wo 0\ ;09 �2 �k �ROPEX. N� '6R0 CON $7rX ., o AS Y. 1, i P, CL. III ® 2.52% © I `c' 31 SECTIONS 1 & 2 o} \N� '6 ` SIGN (\N�\OE 0 f R L ,H N , / ® 1 0 I F.L S. 12 00 1 D Q Pr 133-29'-24"0 �: I - - P.I.N. INSERT 546 5'R R DB 688 / PG 305 EX. SAN. SE III 3.1 5i0M 194TFR Q I PROP W' 5 -r re ETF$ J 2 METER -�' USE:TOWNHOUSE Prop. 49.21 - 15 0 �� 670.06 Z IM=658.27 �W/WGfAI�NT FiIC/L/lY v Nv0 �6 5 R - w - EX A .oSEW. ESMT. 6" INV.=660.48 o U� ..�� -� - - ivtE�� •Rc _CL_ IILs� 1 � J O � I = 5 �° �Q .�•3 O X• SAN EW R E) . INV.=653.14 ZONE:RP --(1NSTDE-IIROP'CD ESE -�' ''' _ 6" IND. 53.81 3 NJ rn p moo , NN INV= C (TYP : Prop. C142.52'-1 5"0 \ C CP- `N W _ �� ?\ 6„ GV f » « " » RCP, L. II ® 3.33 I`F.L.S. I �: 6�a.1 �,,y7A BLDG. G 660.9$ BLDG' H �F - - loP. ;�� MPS 6" GV �0 2 �e RESIDENTIAL x6.,x6" I \ �' ' ��.- o RESIDENTIAL INV= ~s'`� TEE 6"0 PVC SCH, 40 I' '66896 / , ►����'(� 44 R 2�_ e CONDOMINIUM BLDG. CONDOMINIUM BLDG. 657.65 U T.B. SAN. SEW. LAT.(TYP� \ �F\sq� RcAA I I 3 Story, H ht. 35 PROP. F 2" METER 62 z < ry 9 3 Story, ght. 35 Aso . W/" ./ ��� s �� �1ox, 48' cP �2 Units 56.65' 12 Ignits (4) BO LARDS----,-. ''(� INV= qti FS� 1' CMP s6�� 35 S \ \ 6'CONC.LEAD Zoo ' �� F.F.='672.15 F.F.=�6�8.50 c,� ? o F L.S. 656.29 �'SF�� T e I \ > v` CF 6' CONC. LEAD ) �. S' ; a t' �V..• j I 0� \M 61 / � ) 0 � ? A 6' CONC. LEAD ONC. STEP WALK TYP i �65 - Q 79 g1 v� _-\ WALK(TYP) (TYP) ( ) 0 ? 6" GV �. �- 4 6-7 V" ® . * NOTE \� cA\ 0\v 4 69 8\. CC 61,31'665; 37 CG-1 2 HDCP RAMPS MAY BE ? \N \Q �j o I o 0 P I \ M vi o o rn 6' CONC. LEAD REQUIRED AS DETERMINED a RGP R 0�,1�\N\N9�t' c��6 `\' 0 �'oE-- 0 5'R C' WALK(TYP) BY VDOT INSPECTOR G M r�NO �y, ,�s �, Z s6-79 96 �� \ C,to Z V� �� Y 6 R 7 0. 5 _ 86 34 68 r QP q3, R eC SATIAN ENTERPRISES 0\ v 09'73 00 1 '6�6 5'R t ( ®i s R 3 S/L, _6 21' CbN TEN H 1 ' N"0`S/ P.I.N. 54-2-1B vN ' v� �\ F f i i I } t -t 9 I-- I I i I ti to /V �/ / DB 855 PG 1384 - \� �;��: 5'R 5'RI '1 G �\ /y A� �� \ / Z \ _ PA KING AREA (TYP) USE:MULTI-FAMILY RESIDENTIAL �' - 35 B.R.L. ZONE:RP APPROX. LOCATION OF J� �F--- +� 5 R t�_ - o Lam- \ \ `\ 6� fs f. 3S rU�F� EX. GAS STUB (TO BE , LIGHT ?•R w 212.48' N s� 1 % \FF�Oq ` \ FIELD VERIFIED W/ \ \ Nr \` y TYP) 6 •?S �'�'0 !� A TEST PIT) ` . v �' 62 r a0 END CONCRETE v 5 R ��RFq AICq�I(I \ � fi Aa `�' 0 START ASPHALT `" END CONCRETE , >4 G C OH uj rn ' PAR ING ET K S err----U / �'� > Ty C START ASPHALT � \ • eL \ ) R� ® FS \ _ 3' OFF ,\ EX 60' R MuirDB 426 lac 843 '�'L-- - - - \ ` ` , EX -DIRT ROAD _ E�TgcTl S FC FO n�-�6�9 -%� 26� 11� - 5' LI �F FSTq ..PARklltvTYP <<S rZR CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD C1 183.99' 21'05'01" 500.00' 93,05' S86'06'30"E 182.95' C2 94.25' 90'00'00" 60,00' 60.00' N59'26'00"E 84.85' C3 93,98' 89'44'41" 60.00' 59 73' N30'26'20"W 84.66' C4 157.53' 90*15'19" 100.00' 100.45' S59'33'40"W 141.74' C5 110 73' 12'41'19" 500.00' 55.59' N08'20'39"E 110.50' C6 36.18' 10*21'53" 200.00' 18.14' N00'51'01"W 36.13' C7 121,36' 69'32'02" 100.00' 69,42' N40'47'59"W 114,05' C8 125.86' 72'06'46" 100.00' 72.80' N68'22'37"E 117,72' C9 62.44' 17*53'14" 200.00' 31.48' N23'22'37"E 62.19' LINE DIRECTION DISTANCE L1 N83-20I59"E 67 27' L2 S75'34'00"E 489 26' L3 N14'26'00"E 60.59' L4 N75'18'41 "W 207.50' L5 S14'26'00"W 81.51' L6 S14'41'19"W 36.98' L7 S02'00'00"W 41.61' L8 N06'01'58"W 37.64' L9 S75'34'00"E 212.48' L10 S32'19'14"W 2,32' 1_11 N14'26'00"E 46.91' FRED L. GLAIZE, III P.I.N. 54-2-2 DB 790 / PG 347 USE:AGRICULTURAL ZONE:RP \ N 06-01 '58' W \ 2. 40 S 84002 al *W 5.00' ROY L. RUDOLPH, ET. AL. P.I.N. 54-2-3 DB 754 / PG 904 USE:VACANT ZONE:RP STORM SEWER STRUCTURES Oq Prop. EW-1 15"0 Inv. Out = 650.20 © Prop. 1 5"0 ES-1 15"0 Inv. In = 651.70 © Prop. EW-6 (Modified) 0 Prop. DI-3C, L=6' 24" 0 Inv. In = 653.30 Top = 660.00 154 Inv. In = 654.05 154 Inv. Out = 655.00 OD Prop. DI-36, L=6' 0 Prop. DI-38, L=6' Top = 663.50 Top = 668,20 244 Inv. In = 657.70 15"0 Inv. Out = 663.20 15"0 Inv. In = 658.45 244 Inv. Out = 657.50 O Prop. DI-36, L=6' 0 Prop. DI-3B, L=6' Top = 666.00 Top = 667.30 24"0 Inv. In = 660.20 15"0 Inv. Out = 662.30 15"0 Inv. In - 660.95 24"0 Inv. Out = 660.00 O Prop, DI-3B, L=6' Top = 667.80 18"0 Inv. In = 662.30 24"0 Inv. Out = 661.80 © Prop. DI-36, L=8' ® Prop. DI-38, L=6' Top = 673.10 Top = 674.10 15'0 Inv. In = 667.35 15"0 Inv. Out = 669.10 15"0 Inv. In = 667.35 18"0 Inv. Out = 667.10 O Prop. DI-3B, L=6' ® Prop. DI-1 Top = 674.30 Top = 671.75 12"0 Inv. In = 668.55 12"0 Inv. Out = 668.91 15"0 Inv. Out = 668.30 i � R8 1RV GRAVEt \ BROOKLAND HEIGHTS SECTION 3 P.I.N. INSERT 54B DB 688 / PG 305 USE:TOWNHOUSE ZONE:RP DELTA W. ARC TAN. CND. 9W. CHD. C1 QMWO JEFJR,04' 1.3 81' 0731 S 7r27'1*' E 131.BID' C2 =7tV* 16W.W 91.172' 311.74' N 07.YSi'f' N 811.W' OTES. 1. HORIZONTAL ORIENTATION IS BASED ON FINAL SUBDIVISION PLAT DATED MARCH 28, 1996 BY GRE£NWAY, INC. AND RECORDED IN DEED BOOK 855 AT PAGE 1384. 2. VERTICAL 04TUM IS BASED ON PLAN DATED MARCH 22, 1996 BY DOVE AND ASSOCIATES. 3. INFORMATION SHOWN IS BASED ON AN ACTUAL FIELD SURREY COMPLETED APRIL 19, 1999. 40 ABBREVIATION BO CMP FH GAS MH GLM GV INV. RCP SANITARY MH SLS. TCB TR TRB TVRB WM WPP WTP WV IRF 0 FINITI N BLOW OFF (FLUSHING HYDRANT) CORRUGATED METAL PIPE FIRE HYDRANT GAS MANHOLE GAS LINE MARKER GAS VALVE INVERT REINFORCED CONCRETE PIPE SANITARY MANHOLE SPEED LIMIT SIGN TELEPHONE CONTROL BOX TRANSFORMER TELEPHONE RISER BOX TELEVISION RISER BOX WATER METER WOOD POWER POLE WOOD TELEPHONE POLE WATER VALVE IRON ROD FOUND 40 Scale 1" = 40 ft zZ Z 7 c s'_ Z 2 O N 2 z Ui z lu O w d a v -1. O 2 W a. Z O U Z Q O� Z w O J U O Z Q 0 Z N 0 V Z Z � � Wo - Z Y p > p-O-JY 0-DC V ZOZ�WLj U O dd � G Vf W ix W . � LA_ V> C L_ C W O W J Y - Z a tea= CL }' 2 W H V O n > 0 o a N N Lr) L0 � I I N N Q) c0 cD a (0 QD C � � 0)O0 O U L It It 0 In Ln L m 0 -C L +' U OL . . to 3 v L° Q N Q O r� a PLTH OF `!�c " TIMOTW G. PAINTER No. 18260 OA SIONAL SURVEY: C.I.: Marsh & Legge 2' Land Surveyors DRAWN: JOB NO.: TGP 9809016 SCALE: DATE: 1"=40.0' 07/18/99 SHEET: 3/9 30' PRESCRIPTIVE R W Ex. 1 6 RCP / TOP 667.91 PROPOSED R/ W = 0.477 AC. nv. 12,666 86 Ex. FH �pP TO BE DEDICATED TO VDOT - - _0-- W -a --� - - - , --- f�4� -- ��1�,•r, �__/ J--*4�- ,�, i • -�O -�-- -''4 ,� _ -t. 1 ��•. ' : t _''•�. �. •' 1�1 ,.���1\ WV • -� -- ...-.--; ... c,"'"�" N '44'12" E 1�' , '�� S 75 18'41 " E� e� '� M&: �i4 �%LL 35 h'U170 Rai-8.31..36 le �1\ gip= 0� _, .... .r�...� ,..+ .... tL 1'--'�"!•- . �?^` - APPR4X. ATION OF i:'r�\a 11'_.�t►.F�' \1 - .= L - - - -- - �- - - - - - F'KUF'. ,� a EX. G, S UB (TO BE ✓" ' - - -�-- \ 1 - RF 1� AFIELD VERFIED W/ �rac: P \Rf - - TES>< P) '' 80.5Y r - W� - - - - _4, / , - / �,� = 665.86 ice% - p '--per •_ +- - ^! J ( UGG .3 �4 672 UGG 8.5 l gyp\ IVE BUFF 4�`- 6' ;1 �� �1 \k��' c � 676 73'22 �O i 40' BUFFER - - - G AREA 4 .�% ' ,� 76 u er LIGHT .�/V. 4 2� w 61 0 �' Qv c~o ' J C� C,LM J 92 \ 40' BUF R EX. 2 Cep s9 Tra sition (TYP) N_ ./ A Q U J' - �- - - - �CT1VE BUFFER - - - Wp ►e G \ �� - PG 800 �> /. 00 A RF GF L. p7 67. 6.8 ® \ 3.8 5 R L. R 1V, \ \ 80.5 G uWi ro y 9.9+ " E S1\N 76 5.2 75. 0' R 70.0 7 0°'hh C� II poll - 80' B.R.L. - /; S.33 a- 68 �_ _ ON . STEPS 000 6j2 .�0 3 / 6 _j __ _ 65.5 TYP » w �5 \ 2.3 6 62.2 1. \ ` /� 76.3 ro ( 5 0' 24 Wide Trench W BLDG. D G.i "E�" � ^' �� 3� orom with Cover RESIDE�V & REP) NTIAL \\ "I 0 0 1.0% Slope �� p, \ 1 ° w 666-- -� CONDOMI141Vm BLDG. i' \ CONDO UM BLDG. � Rg ® LDG. C,c--- ? 2 S �N ht. 25 \ ht. 25 D �, x BLDG. 8 4 9.95.9.9 Y - 9 Story.: g _ z 5.29RESIDENTI 75.2 8 Units / 8 nits \� �' M c� .6 CONDO INIUM BLD 69,0 a 60, I I " \ i �r. LDG• A r D ONDOMINIUM LD H 68 8 F.F.=665.75INV= ��162.50 .� g R S1DEt�-7�.3 7 2 Sto Hght. �b 6 85 2 Story, ght. 25 '� r+56.75 o�-� �� s �' 0.0 8 Units a'_ 6 ONDOmMIJIM BL D 8 Units 6s.s L__ .� 6 6 ht. 5 5 .00' sa.o 2 F.F 9.toz 4 2.oStory, N9 F.F.=675.33 G6 .7 E, ��'c n 6 R/ 58 2 nlis I C rn V�' r c 61. 1.1 �° 6B NOTE: \' \ EX• PG 8/V d 63. F_ aAN. SEW LA \ 40 , .3 j PROP. SIGN. \ �� pg 3 F.F.�676' UG 4.0 ul c' r 3 AREA=100 S.F. MAX. / 8 ao Pro 30.7 "0 g - O \ r.. "1b Vf LIGHT RCP, . III 7 HEIGHT=35' MAX. � � � \` .-�'J� '' TYP (PROPOSED SIGN WILL CONFORM \ UGE ` . ( ) 68.4 8.1� 7 6 -- WITH THE REQUIREMENTS OF SECTION -- - J� �N` Z .. �. Prop. 24. 15"� -\ \ / -. � 165-30 OF THE FREDERICK COUNTY �' r \\ \ 20 t .8$'-\t8' 0 a' 68 ZONING ORDINANCE \ A I`tC) c RCP, C II ® 7.20% E 6.1P, 62. 2 �$_. `� 75 � 4.5 r © � 4' CONC. WALK RC III ® 8% � in ri p67 a J RCp i . 1 >, .,AN SEW. �s 2. t, _ . �6, rO�` Z \ 1 op ?3 62 ` . f rop 70. 0 -24 C 12 , 2.7 '� I �O h1 V ,6 �� ✓y SOR W. L. IT �72r)% L2 1 0 " e 45 �5 R ! R\ 11 ro56/� - _` _ PA fR16 ARE 67. �JtRI(ING 6a. 4.1 - - BROOKLAND HEIGHTS r , :5 7 72 y Q ZOp` �2 \ .72.3 68 .9 6 64. P, CL. III ® '� SECTIONS 1 & 2 \ d 0 0 0. U U \N 67 s G N %I.N. INSERT 54B D pr 65 r'DB 688 / PG 305 - - - 4.36 3. R III 1 X . SAN . - SE "'^"' S70YP1Y NITER e:' Proms 49.21 15 �� -6 6 py 6 4 �+ w IM\ 658.27 U04WMEM F T ;.� US :TOWNHO SE p _ 56 --~.--`. AN SE _ E v.=653.1a C _ EZONE:RPU ' ` - - 1 �. % 5 6 `► A -- III CcD % A I EvY. E M7 �' INV.- 6 1 '' N 6 5 ° 1 5 / 7 "�� » » IN 0 % 9 a • y w w : cn 67a 4,3 r s ,�,, 72. BLD G 710 ° 68. 8 -_III s7- .�'o �� ,� o l0 ' a 9g / /� �S' _ RESIDENTIAL RESI NTIAZ _ INV ;: 6 Sc 4 � ° \NP .66 7 75 CONDOMINIUM BLDG. 5 b5 \ w ° I � OM IUM BLDG. Z ;AN. �L�T.(TYP} S ,Q n II h� _ 3 Story, Hght. 35 - 3 Story, 35' \ / 64 �. s Ln Ln '� C `® F F2 Unit; 12 Units ~ . �� o� R\M=675 6� P �,� _ 16 2. 5 F.F.=668.50 �� o --- \ A - \Nv. '65 ,S\.� I \ F r7 T - ONC. STEP - I 4r 16799� �s. * 16\ ® ) (TYP) 71.5` 68. .4 , 0 0 * NOTE: /� , R sr 72.1 68.45 ��+Z• 6 \ -� R\ ,65� .37 CC-1 2 HDCP RAMPS MAY BE v' l `•j` _ REQUIRED AS DETERMINED \N RES �N t• 35 �'c; 71 $ cE - 7.8 BY VDOT INSPECTOR BQ� 9 96 \ G ,1�NO otM`J • v9��s \ 6 3 _ r a Q�Q�/ V 6'2- `6S8 SATIAN ENTERPRISES D 673 p0 i o F C) ® 2' At CONC. TRENCH ® 3 N40S/OF /+` P.I.N. 54-2-1B � \Nv��\ v� F• -165 � � sa 72 71.8 G 6\\ Sty �1/N DB 855 / PG 13$4 co y PA KING AREA _ \ c� ; 35' B.R.L. _ or - - _ Fes? USE:MULTI-FAMILY RESIDENTIAL �. C ro �,. APPROX. LOCATION OF \ LT 61 Gf C' . t B� b,�i ZONE:RP EX. GAS STUB (TO BE \ C,+ \ A LIGHT `C -�- �� s�? FIELD VERIFIED W/ \\ 1V \\ v (TYP) • 1 ? W �0,0 S \ Iq� o�A� II A TEST PIT) \ �1� \ �'� 78 END CONCRETE U START ASPHALT % qg <J / V/ O \ - - START ASPHALT P G ET ACK -- Q END COSPHA i , vGE \q Cti�O( Oti \ X. 60 R/W i DIRT ROAD �2 SEE S/,�T 261.12- - - _ _ � 5' !S LI FCU FOF II I 0-0\ •� ` P` i (TYP) \ORi�4s II664 CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD C1 183.99' 21*0501" 500.00' 93 05' S86'06'30"E 182.95' C2 94.25' 90'00'00" 60.00' 60.00' N59'26'00"E 84.85' C3 93.98' 89'44'41" 60.00' 59.73' N30'26'20"W 84,66' C4 157,53' 90*1519" 100.00' 100.45' S59'33'40"W 141.74' C5 110.73' 12'41'19" 500.00' 55.59' N08'20'39"E 110.50' C6 36.18' 10'21'53" 200.00' 18.14' NOO'51'01"W 36,13' C7 121.36' 69'32'02" 100,00' 69.42' N40'47'59"W 114.05' C8 125.86' 72'06'46" 100.00' 72.80' N68'22'37"E 117.72' C9 62.44' 17*53'14" 200.00' 131.48' N23*22'37"E 162.19' 'w W N 06.0 - - 2. 4058 _ � \ 682 680 6>� \\ ` \ - °' _ \ I�. tRg 666 S 84.02'31IV � 684 ROY L. RUDOLPH, ET. AL. � ` \ 5.00 P.I.N. 54-2-3 � i \ LINE DIRECTION DISTANCE DB 754 / PG 904 �' ,10 `° � � � � Lt N83'20I59"E 67.27' L2 S75'34'00"E 489.26' L3 N14'26'00"E 60,59' L4 N75'18'41"W 207 50' L5 S14'26'00"W 81.51' L6 S14'41'19"W 36 98' L7 S02'00'00"W 41.61' L8 N06'01'58"W 37.64' L9 S75'34'00"E 212 48' L10 S32'19'14"W 2.32' L11 N14'26'00"E 46.91' FRED L. GLAIZE, III ZONE:RP��� UE:VACT P.I.N. 54-2-2 `�? f'Q\� DB 790 / PG 347 USE:AGRICULTURAL STORM SEWER STRUCTURES ^ 66 ZONE:RP Pro O 15"0 EW-1 Inv. Out = 650.20 °0'o GP-4VfL to © Prop. 15"0 ES-1 \ �? R/VER 60, R�w OR/VE 15"0 Inv. In = 651.70 © Prop. EW-6 (Modified) © Prop. DI-3C, L=6' BROOKLAND HEIGHTS 24"0 Inv. In = 653.30 Top = 660.00 SECTION 3 o , 15"0 Inv. In = 654.05 15'0 Inv. Out = 655.00 P.I.N. INSERT 546 c^o I !` OD Prop. DI-36, L=6' ® Prop. DI-36, L=6' DB 688 / PG 305 Top = 663.50 Top = 668.20 USE:TOWNHOUSE 24' 0 Inv. In = 657.70 15' 0 Inv. Out = 663.20 ZONE:RP ABBREVIATION DEFINITI 15"0 Inv. In = 658.45 BO BLOW OFF (FLUSHING HYDRANT) 24" 0 Inv. Out = 657.50 CMP CORRUGATED METAL PIPE O Prop. DI-36, L=6' © Prop. DI-36, L=6' FH FIRE HYDRANT Top = 666.00 Top = 667.30 GAS MH GAS MANHOLE 24"0 Inv. In = 660.20 15"0 Inv. Out = 662.30 GLM GAS LINE MARKER 15"0 24"0 Inv. In = 660.95 Inv. Out = 660.00 GV GAS VALVE INV. INVERT O Prop. DI-3B, L=6' RCP REINFORCED CONCRETE PIPE Top 11 = 667.80 SANITARY MH SANITARY MANHOLE 18 0 Inv. In = 662.30 24"0 Inv. Out = 661.80 © Prop. DI-36, L=8' ® Prop. DI-3B, L=6' Top = 673.10 Top = 674.10 XL TA Ama ARC TAN. CND. &K CM C1 Q2'22°WO MJViW' 13461' OZJ1' S 7tr27'14'E IX W' C2 22'07 7X 6 1 AK94' 61172' 311.74' N OF2335' W 611.910' SLS. SPEED LIMIT SIGN TCB TELEPHONE CONTROL BOX TR TRANSFORMER TRB TELEPHONE RISER BOX 15 0 Inv. In = 667 35 15 0 Inv. Out = 669.10 TVRB TELEVISION RISER BOX 15"0 Inv. In = 667.35 18"0 Inv. Out = 667.10 NOT£S. WM WATER METER WPP WOOD POWER POLE O Prop. DI-38. L=6' ® Prop. DI-1 / HORIZONTAL ORIENTATION IS BASED ON FINAL SUBDIVISION PLAT DATED WTP WOOD TELEPHONE POLE Top = 674.30 Top = 671.75 MARCH 28, 1996 BY GREENWAY, INC. AND RECORDED IN DICED BOOK 855 AT WV WATER VALVE 12"0 Inv. In = 668.55 12"0 Inv. Out a 668.91 PAGE 1384, IRF IRON ROD FOUND 15"0 Inv. Out = 668.30 2 VERTICAL DATUM /5 BASED ON PLAN DATED MARCH 22, 1996 BY DOVE AND ASSOCIATES. 3 /NFORMWTION SHOWN IS BASED ON AN ACTUAL FIELD SURREY COMPLETED APRIL 19, 1999. 40 0 40 Scale 1" = 40 f�t 0 U7 Vl W W W W O m m m m P: O O G O CL C> U ) U W Z z 0 Z LAJ C) U , U Q d fy Q W N CV �. t"I C, Q O O O - (b Z J Z O� U O Z Z O W w O N _J U F- 0 z Q It 0 Z N'f in V Z N Z Y p > ZOZmW� v0Jd 5 N LAJ WWL CL TWO � W � �3z F _ LLJ N U Cr > 0 O raft.O v�1 v 0) G) N L0 In v I I L c0 cD o c0 cD v Y ON 00 U � It It o v v m N o - -C QL _N X to 3 °' L° Q N Q O r471 a PLTH OF o TIMOTHY G. PAWER > No. 18260 A�Ns SLONAL SURVEY: C. I.: Marsh & Legge 2' Land Surveyors DRAWN: JOB NO.: TGP 9809016 120 SCALE: DATE: 1 "= 40. 0' 07 /18 /99 SHEET: 4 /9 ,CIFa •,NPF' , __ __ �,-_ _ _. _ _ -'-•----- - --- -- _____ _-.. _- � _-_�____ _ _ = �- i 40' BU • • A \ C U \, z\Im ` b NOTE�.. EX. PROP. SIGN � ` � , Dg '� AREA=100 S.F. MAX. \ cam'. • \� HEIGHT=35' MAX. (PROPOSED SIGN WILL CONFORM \i WITH THE REQUIREMENTS OF SECTION 165-30 OF THE FREDERICK COUNT, ZONING ORDINANCE) , t: LIMITS OF CLEARING o I & GRADING V ' A� vv C /A 1 . ,y 6Ta.�3 * NOTE- CG- 1 HDCP RAMPS MA) PF \ REOUIREn AS ! E TERMINED \ 8Y VOOT INSPEC'TIlR . _ ;A fIAN ENTERPF ` :E� ', 0F ?55 OG 1384 :15E:M(IL Ti - F .AIM!; 1 IAi ,� v v • 'iNFI;I� v • EROSION do SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTIONENTRANCE CE oeoeoe000•e•o•••e•o °o•e•ee•e•e•eee eoe•o•o•o•eeeeoeo 3.05 SILT FENCE $F 3.07 STORM DRAIN INLET PROTECTION IP 3.13 TEMPORARY SEDIMENT TRAP O 3.18 OUTLET O AIDE. •• _ • a 3.19 RIPRAP O 3.20 ROCK CHECK DIMS 3.30 TOPSOILING TO To 3.32 PERMANENT SEEDING pg 3.35 MULCHING Q MU '3Stc>ry, g Ex 12"0 RCP PROPnSED R /W = 0.477 AC. PRESCRIPTIVE R/W TOP (667.91) Ex- 12"0 RCP x FH _ T�) BE (.DEDICATED TO VDOT Inv. - 666.86 � ` e �- - ___AF---- ---- -- -- - DPP 82 680 84 AREA: 0.7018 Acres ' c 0.70 X tc 5 Min. 010 3.37 cfs / AREA: 1.4725 Acres LIMITS OF CLEARING do GRADING C 0.70 \ • / 'FILTER CLOTH ORIGINAL GROUND L ELEVATION COARSE AGGREGATE"* CLASS I RIP -RAP ** COARSE AGGREGATE SHALL BE VDOT y3, #357, OR #5 TEMPORARY ROCK DAM IN SWM POND N T c, tc 5 Min. 010 = 7.06 cfs • <r ZL Ew rl 4-,� AREA: 12.0272 Acres c pre = 0.30 tc 5 Min. 010 7.06 cfs _ 1 5 0 Inv (,ut P.'rop. 15 „0 EQ_ i 5"o Inv in = 651.70 Prup EW - 6 (Modified) 4".0 Inv In = 553.30 Prof i_11-38, L=i. Top - 66.3.50 24"0 Inv Ir = 65-.70 15"0 Inv In = 658.45 24 a inv. i, 657,50 Prop CAI-38. L=6' 666.00 , 4"0 Inv In = (560.20 1, 5' 0 Inv. In = E60.145 24"0 Inv. Out ,. 66000 ';. Prop. DI-38, L=6 Top f67.80 18`0 Inv. In = 662.30 4"0 Inv Out _ 661.80 E,73 10 1 ` '0 inv. in 667.3= I t"O Inv. to - 667 3'S F> : DI--36, L-6 ,vp = 674 30 12' o Inv. In = 668.55 "I'- Out = F68.30 P,op. DI Top = 6f: 1 ", '0 in'✓, Prop. Top = 668 20 15"0 Inv Out = ot33 -C Prop. DI- 36, L.-6- Top = 667 30 15.0 Inv. Out - 66230 O Prop 01-38. L=6 Top = 674.10 15' 0 Inv. Out = 669.10 Prc p DI- 1 Top = 671 75 12' 0 Inv. Out = 668.91 -- - - - 670 •I� ISE T()WW.- ,'_ONE:RP Otl rA RAO. - ARC TAN. -C1-1t7SRCI ,HD. C 1 011122 32 " 3239. 04 ' 134. -1' 67,3 S 7627 14 " E 134. 60 " L-2 2207'06" 1594,94" 615.72' 31174' N 65:2355�W" 611.90' N4!Yd- 1 HORIZCWTAL ORIENTATION /S PASEO ON f INAL SLI601VI ION PLAT OATED MARCH 28, 1996 5K 6REENWAY, INC AND RECORDED IN (1E£1? 8AX 855 AT PAGE 7384. ?. t/ERTkAL [ATOV IS BASED ON :OLAN DATED MARCH 22 1996 5'r POVE AND ASSOCIATE'S. _T. 11VF0R"4TKW SHOWN lS BASED ON AN ACTUAL f7E_P 5' 'RW' COMPETED AFRII_ 19, 199.9- w w w w Q w` i FH 0 0 C -zv -P WV FX 676 z z Q Ui a vvi W Q f Q L < CL �� tj Ll CL cz Z / O V U ad X = LN W - W BROOKLAND HE:IGHiS � � i%i j� SECTIONS i & 2 W I-N. INSERT 54B Lv CD ad 688 / PG 305 _j Q8_ a SE:TOWNHOUSE V Z 0 Zt)NE:RP Z VN \�1\� in - W Ps` Mu W Z ` V - N p Z a,._-' - s� � 0 w a r- (�66113 w -<V ZOZM W Lj V 5 0 N UW p�G WC 6U tW O Q I.L. ` - g o �- - �- W W CL LN U i LIMITS OF CLEARING 0 & GRADING > I� o J o � O a7 � (A r - N U) Q1 N N n n Y 0 � 00 O O i It It Pt I m N C ,4 0 -C -C \ 7 N x O 0 0 tl N O AUQR VIATfQN DEFfNfTl Q BO 81 OW OFF (FLUSHING HYDRANT ` `V (:MP CORRI)GATED METAL PIPE v FH FIRE HYDRANT GAS MH GAS MANHOLE X'TH 0F, GLM GAS LINE MARKER P P/ GV GAS VALVE 0�4� INV, INVERT o� 2 RCP REINFORCED CONCRETE PIPE C) �W G. PAINTER 9 `IWITARY MH SANITARY MANHOLE No. 18260 SLS SPEED t IM1T SIGN TC8 TELEPHONE CONTROL BOX TR TRANSFORMER TRB TELEPHONE RISER BOX IONALG I TELEAS10N RISER BOY WM WATER METER SURVEY: C. I.: WPP WOOD POWER POLE WTP WOOD TELEPHONE PO,i Marsh & Legge 2' WV WATER VALVE Land Surveyors IRF IRON ROD FOUND DRAWN: JOB NO.: TGP 9809016 40 0 40 120 SCALE: DATE: 1"=40,0' 07/18/99 Scale -t 1' - 40 SHEET: T 5 9 N 14'44'12" E �S 75+18'41 " E,- 77 77 APPR©X. OCATION OF �j r/ / '/`/ /� % EX. GAS UB (TO BE / FIELD VERIFIED W/ A TEST PIT) ----- =''. EEN 7- u� -�' r - F - 7 _ S 73 22 '08'� _ i�ii�i+i �i�ii•ii� — " 40' BUFFEF 1 - I \ u er IGHT IW ✓". /V.4'�2 LM,-= `37�2 40' BUF R Ex. 2 4y T..— ELF--�j Trohsition �TYP) Nk> ---Uj 800 _ 11000�`, A R �S DEt PG JO' BR r° ~Y 50.00' gLDG. "8" ' -RESIDENTIAL-- BLDG. NDOMINIUM I _ RESiDNI1J �- 1 _ 2 Story Hght. 25 I ONp0M 8 Units 5 .00' o Wght. 25 �`O _ 1 F.F.=675.33 _ 2 Story, _ l NOTE: b C'� ` , E.x- h p(, .., 8 Units - ^ /)c PROP. SIGN: dJ �'!� .=676.40 AREA=100 S.F. MAX. ' l ��>F HEIGHT=35' MAX. PROPOSED SIGN WILL CONFORM m I JUG - LAI WITH THE REQUIREMENTS OF SECTION / Pro 15"0 165-30 OF THE FREDERICK COUNTY 7 20% ZONING ORDINANCE) r ��a ,;�� `?1� 1 (0, dk 4� Ste_ * NOTE: I L CG-12 HDCP RAMPS MAY BE I �: REQUIRED AS DETERMINED BY VDOT INSPECTOR APPROX. LOCATION OF EX. GAS STUB (TO BE - FIELD VERIFIED W/ A TEST PIT) o \ N 00 \co S 84'02'31 "W Nor: PROPOSED R W= 0.477 AC. 30' PRESCRIPTIVE R/`W TOP (667 91) / Ey 12"0 RCP Ex. FH WPF TO BE DEDICATED TO VDOT ei;l -P Inv. 666 86 �a ROY L. RUD01PH, E.T AL. P.I.N. 54-2- 3 DB 754 i P6 904 USE:\.'ACANT -ONE:RP STORM SEWEK STRLrt__ i URES CA,) Prop. EW- 1 15"0 Inv. Out = 650,20 Prop 15"0 FS-1 -� 1 r"0 Inv, In = 651.70 Prop EW- 6 (Modified) Prep. DI-3C. L-6' 24"0 Inv, In = 653.30 Top = 660.00 15'0 Inv. In = 654.05 15"0 Inv Out = 655 OU Prop. DI-38, L=6' Prop. 0I-3B, L=6' Top = 663.50 Top = 66820 24"0 Inv. In = 657.70 15'0 Inv Out = 663.20 PLANT LIST 15"0 Inv In = 658.45 24"4 Inv. Out = 657.50 SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE REMARKE �, Popp _38, 6 Prop. _ D667 65 JAPANESE ZELKOVA ZELKOVA SERRATA 2"- 2.5" CALIPER NOTE L1 :=D666 24'0 00 Inv In = 660.20 15"�9 = ,30L-6. Inv. Out = 662.30 24 LEGACY ACER SACCHARUM "LEGACY" 2"-2.5" NOTE L1 15"0 " Inv In = 660.95 SUGAR MAPLE CALIPER 2 4 0 Inv. Out - 660.00 is 142 ORIENTAL ARBORVITAE THUJA ORIENTALIS 4' TALL 5' O.C.�i Prop. DI- 3B L=6' 38 , 0 42 FLOWERING CHAENOMELES 4' TALL 5' O.C. Top 66 QUINCE SPECIOSA 18"0 Inv. In = 662.30 .30 +„ 1 28 BORDER FORSYTHIA 4' TALL 4' O.C. 24"0 Inv. Out = FORSYTHIA INTERMEDIA + 71 ANGLOJAP TAXUS X 3' TALL 3' O.C.-� Prop, DI-38, L=8' � Prop. 0I-36, L=6' YEW MEDIA Top 673.10 Top = 674.10 15"0 Inv. In = 667,35 15"0 Inv. Out - 66910 NOTE L1: 15"0 Inv. In = 667.35 CALIPER MEASURED 1' ABOVE GRADE 18"0 Inv. Out = 667.10 AT TIME OF PLANTING Pro(, DI-3B, L=6' J4) Prop DI-1 lop = 674.30 Top = 671 75 12"0 Inv in = 668.55 12'"0 Inv. Out = 668,91 15"0 Inv. Out = 668.30 BROOKLAND HEIGHT; SECTION 3 P.I.N. INSERT 548 DB 688 / PG 305 USE:TOWNHOUSE ZOdE.RP c-' o a m T.�pP u % / to yr to yr z z z z Z FHI CL ANDS C) ��+ I r'ONNELTIGN T : 676 z w j o, z L Ex. WATERLINE �� t, W p \ REMOVE PLUG 3c ,; Q y Q 4 \ E U�\ T P A.^jr r,.,r.: r �. w, I AON 5 �E�A`�r>0+83 3pf'` 6 1p SNT ,9 pqR 6� (TYP) F 0, q� DEL TA PAD. ARC TAN, CHD. BRG. CHD. Cl 02722 52 " 3239. 04 ' 134. 61 ' 67. 31 ' S 76-27' 14 " E 134. 60' C2 22'07 06 " 1594. 94 ' 615, 72' 311. 74 ' N 65'23 55 " W 611. 90' Nu ,c 1, HORIZONTAL OR/ENTARON /5 BASED ON FINAL 5U80II/1.S101V PLAT DATED VAIRCH 28. 1996 BY GRE£NWAY, INC. AND RECORDED /N DEL[) 60CW 85.5 AT 'SAG£ 1384 2: VERTICAL DATUM lS BASED ON PLAN DATED MARCH 22 1996 &' 001t AND ASSOCIATES 3: INFORMATKJN S140WV IS 8A5£0 ON AN ACTUAI FIELD SURVCi COMFPL£T£IJ APRIL 19, 1999. 40 C M 6' I I 6S8 ^O to A�fL -WATT N BO CMP FH GAS MH GLM CV INV RCP SANITARY MH SLS 7t�8 TR TRB TVRR WM WPP WTP WV IRF n 6;2 6,) FINITI N f3LOW OFF �rLUSHING CORRWAIED METAL PIR FIRE HYDRANT GAS MANHOLE. r,AS LINE MARKER GAS VALVE INVERT REINFORCED CONCRET[ PIPE SANITARY MANNOL E SPEED LIMIT SIGN TELEPHONE ,PNTPC,( 1: TRANSFORMER TELEPHONE RI )'Ek TELEVISION RISEP BOX WATER METER WOOD POWER POLE W(IOL- TELEPHONE WATER VALVE IRON ROEI r" tNr' 40 Scale 1" = 40 Ft LAI 0 O Z W J � � Z O Z � O � � Z � Z � Z w O J U c� z 3 Q 0 Z Spa V) pVZ Z�IX H — Z Yp> 0 p=cc4cV 0 _j OZ" ma— Lai cz W V��V)G N W L&J V u. N u. CL W O Net J W Z CL �" = O LLJ N U Q- > a a O N 'J � D N ►'7 0) 0) N to LC) � Q) I N I N L c0 cD .. OO 0 °`v v m � N � 0 _c D U O .S N x Q N O Q a M "T H OF TIMOTW G. PAINTER No. 18260 4 'sLONAL SURVEY: C.I.: Marsh & Legge 2' Land Surveyors DRAWN: JOB NO.: TGP 9809016 120 SCALE: DATE: 1 "= 40, 0' 07/18/99 SHEET: 6/9 WATERLINE PROFILE SCALES: (H) 1" =50.0' "aft --- ----- GRADE - - _- ------- - --- Bit - - __ ------ ------- --___. XISTING -- ------- -- - --- -- - --- -----_. �.--- ---- -- -- PROPOSED GRAD 665 It - _ _ -- - - - __ - - - -- - - - _-__ -__ - SEW. ______15--- STM. SEW. - - R ----- --- - CL _ 660 - - _ 660 SAN. ------ SEW. ---._.-._ 18 --- --- ---- - -- -- - -. ------ - -------_ - - -_ ----- _ - --- -- --.-MIN. - - - - --- - - ---- _ _- - - 655 - -- SEW. - - zt- PROP. %4,, SAN. --- - -- -- - 655 - - _ . --_--- - ----- -- --------- - 8 "0 Pv SEW - - --- ---• -- --..-__.__ _ __- �___-- _-_.._--- -- 650 W 0 U WATER LINE -- _ » ' _ _--- __-.. __PROP_ 8"� PVC _ _ _ __-.-- ui _ _ -J O Z _ _----___-_- -_- 6 50 W _._-- N.WATER - __ _. LINE -- _._ __ _.___ _ ____. ___-. _._-- _ __- -' -- ____ _-- _ ____-- _. J Z-__._._.__ __._ _ - -U.1 O O O -1 W 1- W �- -. W = ►- W - r - - m J - - --- ----- - W --- J - - J --- o w - _-.. -- - _.- __. ---- J W W W --- --._-_ W m --- - -- m - --- m - --- W ._.-_ = _ _-.. -__ = lo -__ W77 -; _ _ ^ W O U -JAI 0 Q H7111 __�__ �S - c� W -_ a as XeLLJ X n. _ - X a --._ � -- a IY • X - a a w a X UD _aa X - ------ _- - -- _-- X ----_--a --- --- - J - -'--- ---- fi - ---- - ------ Z m - ZLJT m a -' - - Z 0 U Z -- - C)c Q . _� - v N -- .� 3 - -- - -- - - - - -----a -- - .-_----- - U - Z o W- -- - - a --- - - - �,a ---- - N O> J F- a9 - -O r) + La_ O - + - - l i Wack 00 -� - O _ T O +04 J Of aO o X a . F- �O .. li Q O O 00 + M. 00 O-- - 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 FIRE LINE "A" PROFILE SCALES (H) 1" =50.0' (V) 1" 5.0'. 665 PROPOSED GRADE ___ __-_ __ _ ___ __ _ 665 660 EXISTING GRADE MIN. 660 655 STM.. _ SEW. 655 �/_SEW 650 PR_----_-__- SCH. 4D WATER LINE 650 h-' W to U. UJ H .- - - ----- - - X fx w Z ---- - -- a- ►- o to M L 10+00 11 +00 LINE "A" SANITARY SEWER PROFILE SCALES: (H) 1" =:50.0' 670 - - PROPOSED _.__------- GRADE _ _ 670 ----- ----- __-- - 665 - -_ ___ __ EXISTING _ _ _ __ GRADE _ 665 660 1 STM 8" WIL 660 655 __._ ___ .-_-_ 4-PROP.- 97_4.2'_-6"0 SDR_-35__ _ 655 SAN. SEW.®2.0 _____ ____ _.____-_ ---_______ w _ sn - O U Z ____. _ _._. -. I O rnCO 0 -� ce-- 00 a II 10+00 11 +00 LINE "B" SANITARY SEWER PROFILE SCALES: (H) 1 " =50.0' 665 PROPOSED 665 GR DE __- 660 GRADE 660 EXISTING 655 655 _------___ _ __ __- 24" STII4 -----.._ _____ _ _ 650 650 8" W/L ___PROP_._1 SAN. SEW. 3'-6"G S 0 2.78% R-35 _ _ U _ _ _- I _ -- -- _ -�-- O - -- - N U-) f� �AD - 10+00 11 +00 hm r..r ' a L_nutlWr .ca.Ym Y.W renal eod" - a+.eM. a m.r • thw veN. a b- vararb.d wn .vr b.derle TYNC In the, of wwd'. er acre _y b. va Peal .van derive reed ua...on Pdy.eWn, and to esv.r Peal b -PMW 1' •wed T1' - l r mn for 10' end anis" Pt.• tit, there and r10erMrd ulra.bbearingd .e1 The g dm �- - 1 Or rt.n 0.1 r f- 20- Pei• .serval wrs.a.ar w.n.e rW-A -..hue. w vrrl Glom tar A, B. C dm.nwn. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS FV4 Dim. Pkrp., Wye. a Tee. 11 114• end 22 1rr Bende 46• and W - Bends A 0 C A B C A B C r 1'-0• U4- r-r V-1r 0'-0• 0•-e• r-r ter r-r r t'-3• a-tr r-a• o,4r o'-e• o--e' rr yr r-r to- V4- 0'-tr 7.3.3- _ 1--0• 0'-0' 1--3- 1'-tr ty-r rr I 1'-m 1•-0• r41• 1'-r 1.0• 1'4• 7-W I.-W T-W 14• 7.0• 1'-0• 3'-0• 1'.r V-0- 1'4• 741" 1.4r r-0• 16• 7-r 1.4r Y-W 1'r 1'-0• 2'-0• 7-r 1•.0• 4•411' tr rr V-r Y.Ir V-6• V-3• r o• r-o• 1--r P4r 20' rr 1--r4•-a• 1'-e• 1--6• r-0• 7; ter 6'4r THRUST BLOCKS FOR VERTICAL UP BEDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS. sew. n red. oval we. w .m ..MW In w ". Fein bb0u. FITT�->•F NO ROM FWicnuFM I?' a LESS 6 2 30- 14• 20- e 2 36' ffTTM1t3 VOLUME OF THRUST BLOCK W CU. YD. SIZE - 11 tr4•-- ?2.12• -- 46• W - Ir 1.3 8' - 1.1 2.3 10' - - 1 A 3.7 12' 1.2 2.8 6.6 14' 0.6 1.7 3.0 7.6 16' 0.8 2.3 6.1 - Is' 1.4 128.3 - 20' 2.2 4.6 72 CONCRETE THRUST BLOCKING Figure 2 cast in place access door, centeredi in lop (see mole 1) - vanes -. 2_max.,-, t property line (see note 2) roadway box-- 2' type K copper tubing (no joints N \ from main to 1 curb stop) Ford FC fill 77 HC- 1513 2" custom setter (meter by FCSA) standard [4' ot top for diometer manhole finished grade -3' riser section for 4' diameter manhole with cutouts `-saddle with corporohon 07 stop solid support blocks water under custom setter main ball valve curb stop 6" stone bedding with FIP ends. with 2" gate valve operating nut I NOTES: 1 Access door shall be by Halliday Products or our approved equal. o) in non -traffic area - model no. SIR3030 b) in tral(ic area - model no. H1R2424 :2 Water service crossing street shall be encased In 6'* dra, SC1140 PVC or SDR21 piping The CUTOUT DETAIL piping shall ran from one loot beyond sidewalk. typical across the street, to one fool beyond sidewalk i 1 1 /2" and 2"' METER INSTALLATION Figure 6 AMENDMENT NO 2 APRIL 199/ AMENDMENT NO. 3 OCTOBER 1998 concrete pad 1'-6" sq. x 6'" Ix W 3 J N J CL >. Q U � � �a c V) v Z4V) G z L+J O ix Q: tIsaaa `' 3Z screw ir adjustablie- valve type boir • - locator peg I! II valve megalug megalugs - 1 / to main megatuc •i'•}•- f.t.i.3 t.i i i . flee~ •.i i�i:i thrust block thrust black one - - 8"x 8"x 16" solid block (for valves 12" and larger) GATE VALVE Figure 8 O 6' dis. schedule 40 3' steel pipe filled with T concrete and painted T yellow O -� , 6 O tconcrete hva -3 BOLLARD DETAIL direction of setting to be approved pear to Installation - as requited concrete pad V-6- sq x 6" deep 2" min - 6" max I U r. screw type - adlustable stone to be mirumum valve box of 6' above top of base locator peg mechanical pint swivel tee with 6'branch I al W Z �H..Q N 0 V Z Z C� N Z J Y p 0 sit OJY O U 0 4W (� LJ 0 V) W �WQa� N Li. W O W w O a Q V .I 0 a N � o N � (n 0) I` N r Ul) N L v � � C/) •0 tD �' /�. 0 U � U O Ln W V m C D U t1 0 .C: Q) x N o rk ���PtifH OF L,Ogl ,gl U TIMOM . PAW" a 18260 4 ONAL SURVEY: C.I,: Marsh & Legge N/A Land Surveyors DRAWN: JOB NO. TGP 980901 SCALE: DATE: AS SHOWN 07/ 18/99 SHEET FIIRE HYDRANT ASSEMBLY Figure 9 END -SECTION 12"-60" PIPE rtup as a bathe ea-wcadre ,malts w oars-+ecrfsRa x> x EConcrete to be - I 4000 PSI Min PLAN -c,90 --�-e - - lyaie � A SECTION X-x END VIEW - END -SECTION Ck*NS10_k5 with. 1 A B C D E 1 12" 1 4" z-O' 2'-0* 4.01 Z-IY If Ir z-3" r-V 4 z-6" 9" z-Tr-9' 3t7 1'-d 4-G r- 6-1 ' 1 5-0" 36" 1'-3' 5-3' 2-10 " 9-1 ' 6 Oe 42" 1 1-9' 5-3' 7-11 4- 8' 44r z o g z- 8-2 " u ALTERNATE END -SECTION 12" - 60" PIPE ES nee w M orM aw•rlwawe (salpNReas eaehw d. meow - - - • _ _ _-- --1 x------------ 4__ x -- - E Concrete to be 4000 PSI Min -'`•--- ----------- A --------------------- PLAN C - -- a - !,l rI >---- __T ale SECTION X-X E7d0 VIEW `jai • Fa'I•li L �ifi:�s,r�• r1�•11I>tII�le�ir�t,�•����+�� NoTE Plea erreen «roan an Ptdn+ ma state en Eno-sacnon a..qn shown as f♦e felt If Ina cantlocrw µerr _ _ _,!_ •t% \\ a aw tw etalrala daalen abash - rya,bWft .III M led•ICM by Iw aRtar.a. a erl.r•n.an 0 SLOPE DETAPL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT ar -- TRANSPORTATION Notes: "H"Atey be reduced until "X" reoahes a minimum of 4" where ondwall Headwall to be beveled ar r areas aac.W where • cone,,, Wnh EW-II IA1 lin wAneeypY protrude above shoulder line In case wiciiii6v Hop of and '^Vert of -gwak occw wall dialect above till doper slope, a shoulder e, This Aefn may be Precast or cost m pace. edge .a rtheaad on the Madw fillv N he that e W of rw � M sell w Iraq eaearwe se M ON" A3. For pecan See Sheet 10102 culva80"1 culva"t I. also as lbw errors ew cWvM 1 a This telsl0etd 10 be used wilm slrrso - aosslni� ad oil shwas (o, t045e). IMedweu all thisW" and M rna Cy IvM rnav be aW- s N- - - L --- - ed" a bevel edge.w IF Shato be beveled A f -' S X .. D w le manor a• Chr ear Ahes ee r on .oar L . . Yt� Ir Flow -_ ----_ -- it D -0. nd leash mvM FRONT ELEVATION �'--c"--'� Note: On shallow fills, when -ndwolis are I' or less below shoulder line, the END ELEVATION MP of the endwall shoes be construced parallel to the grade of the rood. + t om' z I t•at elerra/ar ENDWALL FOR CIRCULAR PIPES DIAMETER OF PIPE CULVERT 12" 15" 18" 21'er2P'273r 33'or36 ACl- 0'-8 -9" diP I 1'-0" I - F H f7-6e 2'-3" 0'-8" V-11" o'-r • 3'-e 0-V 3-8� I o'-Ir 4'-3` 01-9• 4'-9" L 4'- 5 - 0 8'- 0" I 8= ICr 0" 12'-O" a 0•-2 1/r 0'-r 0••4' (()lt/2' b 01-1 vrl o•-t yr a-t 1/2 I a-r 10'-2 VI o•-3 f CU.YDS CONCRETE PW 0.241 10.492 0.697- 319 2,067 2.947 ICIIIIIII[PIP1 0.257 0.521 10739 I. 2.1>ie 3.145 NOTE: CONTRA( H YDROSE AREAS E OF THEIF (2) UPRI( TREES OF TO BE G( TREE WRI RUBBER 2"x2" HAf 2 PER TR 12 GAUGE WIRE-DOL DO NOT C 3" MULCH 3" SAUCE EXISTING BLACK C( SOIL MIX COMPA TREE F UPRIGF FIRM B REMOV ROPE F KUM KVU I BALL TREE PLANTING SECTION N T S MIN PITCHING DISTANCE 40'-0" BACKSTOP 0 r RAISED FOUL LINE 2'-0' I Zry 0 O I I TURF I'. DIA. STEEL 10 p b I taox PEG. I' O" NIGH sax i+ b 1 CONCRETE WALK I 6•_O•• 34'-O I 0 2'-0- -i. a��_ n.. A 7-0- PITCHING DISTANCE. 40- FOR MEN SO' FOR WOMEN AND BOYS UNDER 16 HORSESHOES 15"m ES-1 15 0 Inv. In = 651.70 STORM WATER MANAGEMENT POND OUTLET DETAIL 74 92'-15"0IRCP. CL. III 2 00% PLAN 74.92'-15"m RCP, CL. III TOP BERM = 660 50 100 YEAR W,S.E - 658.99 3 10 YEAR W.S.E. 656,96 1 1 Y 2 YEAR W.S.E. _ �55.98 3W CheA4er Shan be fir-ldae a i r aapoeeo a"-. Shaw to a »ww Is with rr eraw 6 6 Plow -- - - -a- ---._--. _--- -Do wa be. irwen FRONT ELEVATION SIDE ELEVATION 'his Sid to be used with straight crosfengs Headwall to ba Leveled in all araee wept Note On shallow fills, where endwglls are Car less and skew angles to t5". When if conryct wAh Imam a wingwess oecur below shoulder line, the top of the endwall All cast in place Corot" t0 be Class A3. shall be constructed parallel to the grade For pca5 e+ See Shoat 10I.12. +• 11f hoot gWrreter of the rood t b. r /oo dlenreser Ouontrtas Owen are fa ono errdwall This Rem may be precast of cost in place. All dimensions hot given I table !n no wee sha11 top of errdwvll poled above ore same as those for single end walls for same size of pipe fie slope slope, ditch s or shoulder FOR CONCRETE PIPE apafar w� e ( O m" D I S G i L Ora owe seen Is I b Of Pale EIW" AddwA al PIM 12" I'-IO• t-0" 5-10" 0329 0088 o•-r 0•-1 im 15• 2-3 t-6 7-3" 0671 1 0.179 0•-r 01-1114• le' t-fi' j 5-0' 8" Ql41 w 0244 0'-21? 0'-1 1/7 21" or 2W ;_ 6' 4-0- I f- 6' 1.763 0444 W-r m-r 27" a 30'! 4-4' S'-0' - W_e - 2.730 -' 0e63 0•J' IT-4 1? 0•-2 t/r 0 -? 33• a 36" 5- a fT- 0' 17-2' 1 1054 0907 FOR CORRUGATED METAL PIPE -� a b Do -IV D ! S w ^.. I G ! L bw eeerere aw0arsr ttnaa.r Ow__ a[I Yoe Fb Eooh Ad&- 12. I'-Y t-0" t-7• 0.344 0.087 W-2• 0•-11H• IS' r-III1 2-6• PI 0.696 0.175 0•-r 0•-11/P 16' I 2!-4' 7-d, 14-a' 0l80 0241 0'-21/r C-11/r 84' - �-d Il'-I' IS40 0442 0'-3 0--r 27`or 30" 5-Xf 5-0' , 19-01 2668 OS70 10'J' C-2 1/2' 35' 4'-7" 1 9- Of 1 IC-7' 4.076 . 0131 10--4 IjrI 01.3- Bevel edge is required on the headwall at the Inlet end of the culvert ( where the flow enters the culvert i. Headwall at the outlet end of the culvw may be either square edge or bevel edge SPEION REFERENFEREN CE STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS 1211 36" PIPE 105 04 VIRGINIA DEPARTMENT 302 a/ TRANSPORTATION LAWN - MULCHE[ SHRUBS PERENNI PREPARED BED WITH FINE MULCH - MOUND PERENI` 2"-3" HIGHER THAN SUR 0 4" DEPTH FINE HARDWOOD BARK MULCH TO BE MIN NUGGETS, OR SIMULAR, PLACED MULCHING OF PREPARED ANNUAL/PERENNIAL BED WITHIN SHRUB BED SECTION N T 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" DEPT COMPLETELY REMOVE I STRINGS, RIBBONS, ANI TAGS FROM PLANT REMOVE TOP 1 /3 OF BURLAP FABRIC AROUI ROOT BAIL SCARIFY ROOTS Or. BOUND PLANTS, COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION N T APPROX.EX. GROUND PROFILE i 15"m ES-1 15" m Inv. Out = 650.20 52'-0" 2'-6" 6' -6" /SEPARATION I I 0 TRIANGLE I I - - I N WL I LIMI-S- -BASE LINE/- - AMERICAN SHUFFLEBOARD p N 2x4 TOP RA 1 x6 BOARD, FRONT & BI TOE NAIL E) W/2-8d(EA 2x4 MID RAI 8'-4x4 POS 2x4 BOT RI ATTACH RAII W/3-10d(Ep 12" DIA. PO' FILL W/CONI ALL LUMUILK IV tat I KtJJVKt IKLAItU TtLLUMI h'INIL NU. L. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY, WHERE FENCE IS LOCATED ON PROPOSED RETAINING WALL, USE 3" DIA. STEEL POSTS & ATTACH TO WALL WITH PL 1/2"x8"x8" AND 4-3/4" DIA. x 6" HILTI BOLTS. CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. THIS DETAIL SHALL BE USED FOR THE LANDSCAPE FENCE AND THE GATES AND ENCLOSURES FOR THE DUMPSTER PADS ------ ro a « INr /dnr r Pe br[r wj� [l. la rw{w r c 4 $ pa{ ! O _ Praln•Adea W. awadcera yln� CrWry[YIr1 J•IM-----._-- �e ' o.o _ _ _ - - 'Sa I9�,# 0 rc RII• urn k it _ - - �f- = ? I cw'�'c r' ✓ar.•!' yfn e Par ule Cs' yr +lain frdrerl � I 1 ` - r Slde.rr Smu rr.••4S• « ,taw c.,r[I�c T - Pa un• _ .l 1 1, RADIAL PLAN g FOR USE A/ A"PtxAerr SWIFT 'S i d BwA • IZ n CORNE000PP S AN01 COMERCIA • Fr [••vomit f-_ RAOIA. PLAN t •`� coRr.l. EyrAARCES. = 0`cr 13� Mxi3.0 / JO PrN_11ro © fyvirM.r04 • B fa r \ ee�ar 6. Slow 12s Nealc.e y I A--- TANGENT PLAN Maw 7 RIC `. •� vrY •r.W. Sra. CC l u-r I• uses. Norli 5 r`I r1 Ile aMIM 'WD v rail ro nil' (rain . ! Crcr«I rD�roI• . 1 rr prcOAl rl rn LIp Id[IydN INe•rr • � fla•r•A AO Irwlllr•«v ro OransDro .r NIP J✓IKr ts«/rq rK Ml e'.Irn d Ire rar•p Ira 1, ••LID I yn I.Ir b .✓n s .N/sP i/Ir «rlpl crNw a /P/ arriae Teo« r al rn DWCe. rra arocio•rr .a Nlq I•e/r Dr po-beo A on r•[or«I odp�µll fra.CPt 4t-r'+ -1 IINN RyP arwll[r e•rrN a �wD.lw,. rpl[ d .t+ « CG { - t.1lX _ •- --- aa. .- _ F-w I'du , ru+A told ro a P✓. aalDlrracwll .l " I.- I- a A V •_0_ Rn- ., iiA rdnylr Klan /tlN .nn rp✓Irtl DaI R I•lip IIDDI 11 riKdll,leroA soli DF r.k- /r dar«(elS M Iler dd/data lined V_ con De car i. r«I err tlocsnN d r•n✓ Tory rpa. Pl«eD mcl«. anal r� De Uas3 . 4. SECTION A A rill 1Ill . a Rpylrp D«! ro e Na S. A•ororre I n,_ ro rwAr d in Drn Ilex, d rti nary tsar r [af• fn raa IpA-, Nd'OK/n d it pry Ilm YNY.AM rOYvrr [DY I%F' CwD lalnr rin DI Mawb dV D«d /a a Ile [OVr Orr •IrVI rMI Ir Nydrq/l; CI•wS -! . lArA • lint C«rl rr Sror.«I mllo t •Doran oep apve I�aa.ar. [wlwweln ran Prlwu•aro CrwrlclM Slgae It/rOWnN.a 'dA CwD/oll0 oro Q/nV Ildy IreruMre ro/aalr ro v1 Ipree a1 IKN.ead In aN•eN anal, uaM In rm /..rrrrp+ orodwCC [ol ll✓D /wIN, 5le1 SrCTION Ir [3 13 w'.u.W. tell 4 MNwr e. o rv+ln do rwe Ra••q o• 1. DI y[o'a aJ !n•.n m trot a«u r u el,«rr A n, Flo- ullwalllRlY.alYro.lNa dM lay r•aIAI«Y Ilq r 1. M OP-I,r.F r In«aa'1•W .terns a+ .I•war ru/I e1.11- IN .rare Q.1u 1/rani / Eaprae •etI•eer Ibw.M 'WA--,)IP a•truraR Ieaalel d • .q d o Nyn.y I'"{Illly [roan s ✓D 1=41a d .Mier .1-W1 I[ ulanP. �['• IeCIAIr Ind _ b D.Mech/Mer•d led rwoaad r IrvC•II•M I r ♦ T1.PPM lore tilt d Ale-.4 r Ire..ra „•y M p,ar,r .Inn Ie«u 1 « a aI clw 4 life rr ro1' "°' ro elr ar r. r.or✓.lun rrmrvral w ,j.n m Pw Apra N wI rryn 7� i h •vdl+aNs. arw,.ne ru.a Iw n mra.o Dswro ..Nero .[oP area -__.._._-.--_-____-.---..-td✓rrP upn roes -nil lysrDNLara rNrl.rr-ur aao are-naneeN CURB RAMP M II M•CC !PERSONS WITH MOBILITY IMPAIRML 0 S1 wP Polk I vNacwrN utPARrytn Of IA. SP0Rr AP`0V I fa PAVEMENT DETAILS N T S. HEAVY 1.5" SM-2A BIT. CONC. SURFACE COURSE - 2" IM-1A BIT. CONC. BASE COURSE 6" 21-A - STONE BASE COMPACTED SUBGRADE - LIGHT 2" SM-2AL BIT CONCRETE - SURFACE COURSE 6" 21-A STONE BASE COMPACTED SUBGRADE - NOTE: THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE TO THE ENDS OF THE CURE RETURNS IN THE MAIN AISLE AT STORM STRUCTURE G. THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING STALL AREAS AND ALL OTHER AISLE AREAS ASPHALT SIDEWALK DETAIL N T 2" SM-2AL BIT CONCRETE - SURFACE COURSE 4- 21- A STONE BASE COMPACTED SUBGRADE - PROPOSED FENCE DETAIL N.T S. HDCP SYMBOL (WHITE SOLID BLUE BACKGRO HBO OUTLET PROTECTION DETAILS N.T S STORM SEWEfR or CULVERT STONEUj Li 3d APRON � o o 1- CL 2+ /- U U Vl 1 o d=DIAMETE_R a a --ENDWALL OR END SECTION FLOW rn SLOPE=0.00% o o Q C D N o � N •- Z STONE CULVERT STA.. L W D STONE d50 MSD SWM INLET 20' 20' 18" 1.0 24" & 15"0 RCIP SWM OUTLET 25' 15' 18" 1.0' 15"m CMP NOTES: THE CONTRACTOR SHALL INSTALL END SECTIONS OR END WALLS AT THE ENDS OF ALL PIPE SECTIONS, AS INDICATED ON THE PLANS. ADDITIONAL STONE MAY BE REQUIRED AT UPSTREAM CULVERT END AS DIRECTED BY ENGINEER. HANDICAP PARKING DETAIL N.T.S i HANDICAP SIGN 6' Min. (PLACE BEHIND WALK) HANDICAP SIGN DETAIL N T NOTE: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES TYPICAL TRENCH DETAIL FOR STORM SEWER SYSTEM N T + 24" i FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL CRUSHED AGGREGATE CRUSHED AGGREGATE NOTE: ' 4" IN NORMAL EARTH FOUNDATION 12" IN ROCK OR SOFT FOUNDATION (t 0 12" x 18" STD. 12" x 6" STD. STD, U-CHANNEL POST PROP GROUND RESERVED PARKING VAN ACCESSIBLE N.LT Y S100- TOW -AWAY ZONE Z N Z Yp> p_O-�Y a:-4 p` O Im Lai O ~ 0 N Waa� N W CL W O W Q �3Z O w N U i Of LL o > 0 N TYPICAL TRENCH DETAIL FOR WATER & SANITARY SEWER MAINS 0 N Q, N T S V) c0 r N r t1� Ln . N I 8 O. D L cD (D 41 a cD E ^i. FINAL BACKFILL -0 Lr) _U C) v v CAREFULLY COMPACTED--- 24" CIDul c SELECT BACKFILL 0 SIDEWALK DETAIL N.T EXP JNT MATERIAL 3 5' (OR AS SHOWN ON PLANS) NEENAH R-4991-HX SOLID TOP Slope: 1/4. 1'-0" PERMA-GRIP SURFACE REVERSE PITCH METAL FRAME & ANCHORS - . �1---"-�- R- Slope. 1 /8" 1'-0" _ r 6" CONCRETE TRENCH CG-6 or CC-6R (Typ ) 4" CRUSHED STONE 4" TYPE "A" CONIC (3000 PSI) 6x6xW1 4xW1 4 WWF (1 5" Min CLEAR) -_ -C a . . " C 6N x - (n O 3 L° OD N STONE AGGREGATE OIL 6.. \VVVI a -{ F~ O.D �4." OF `j'P 0 •.�' .tea.' /<.l,r.,Al U T1irgYMlr . PAIWER No. 1826CI �OL o�� CONCRETE DITCH DETAIL IONAL N.T.S. SURVEY: C.I. 26 Marsh & Legge 2" - METAL PLATES SHALL BE ars99 N/A + f- Land Surveyors BOLTED TO CONCRETE BASE 4 DRAWN. JOB NO.: TGP 9809016 f SCALE: DATE: �- -- 36" -- - As Shown 07/18/99 NOTE: SHEET: 1. THE NEENAH GRATE IIS OPTIONAL AT THE ';AREC.TION OF THE OWNER /� IT SHALL BE INSTALIIFD IF DEEMEL NECESSARY FOR SAFETY PURPOSES. :: tr411 j - q, 9 R�Z6 X/`fkq- �c�f 1f%dam %cl_,c //?SPCLJ Fr � 9 �P"_k BROOKLAND LANX COUNTY OIF )IRVIDERICIK; VIRGIMA PROJECT: PARK PLACE CONDOMINIUMS, -.SECTION. II, CONDOMINIUM9CdMPLEX BRQOKLAND LANE COUNTY OF FREDERICK,, VIRPiN,IA -OWN I ER/ SAT ANtN -TERPRIStS, DEVELOPER,- 721 LAWTON STREET McLtAN, VIRGINIA, 22104 (703) 35,5-1177 Contact; MR,.,. SARM$ SATiAN SURVEYOR : M�ARSII A LEGGE LAND SURVEYORS., P.L.C. 119 NORTH CAMERON STREET . WINCHESTER, VIRGINIA 22601 (540) 667-0468 Contact: MR. SOOT'MARSH APPLICANT/ PAINTER - LEWIS, P.L.C. ENGINEEfti 3,02 SOUTH BRADDOCK STREET,, SUITE 200 WINCHIESTE VIRGINIA 226 1., ,(540) 662-5792 Contact:, TIMOTHY,' G. 'PAXWrim, P.t, PARCEL TUFORMATIO.N., PIN: 54-2-1 SIT9`AREA: 11.000 Acres R-O-W DEDICATION: VALLEY MILL ROAD: 0.477 Acres BROORLAND DRIVEN 1.00 Acres SITE AREA: 9-520 Acres ZONING: RESIDENTIAL ZONING DISTRICT RP, RESIDENTIAL PkRFOPMA NCE DISTRICT PROPOSED Osg:., C6NDO?,4INIVM APARTMENT COMPLEX CURRENT USt. VACANT' ZONING REQUIREMENTS: GARDEN APARTMENTS: (CLASSIFICATION -USED VOR_'CONDOMINIUM USE) LOT AREA: 206D Sq. Ft. per TWO -BEDROOM UNIT 2.0 Acre Mininum Lot Size SETBACKS; R9QUIRED & DESIGNED: FRONT: 35 Ft. (ROAD R-O-W) FRONT: 20 Ft. (PARKING LOT) YEAR: 5 0 Ft. S 56 Ft., OUILDIRG, 111121410.1 PRINCIPALi 40k. ACCES90AY: 15 Vt. DENSITY: 10 APARTMENT DWELLING UNITS PER ACRE 16 DWELLING UNITS:PER BUILDING OPE14 SPACE: 36* MINIMUM #, 2.856 Ac.) PARKING REQUIREMENT: APARTMENTS 2.25 SPACES PER 2 BEDROOM UNIT PARKING REQUIRED: APARTMENTS: 88 UNITS X 2.25 - 198 SPACES, 6 ObCP,ACCESSIALE SPACES TOTAL SPACES. REQUIRED-, 198 SPACES LANDSCAPING AND SCREENING: RP DISTRICTS: NO ZONING 8*UFrERS, ROADSIDE BUFFERS: (MAJOR COLLECTOR) - 401 INACTIVE BUFFER - 401 ACTIVE BUFFER - DOUBLE ROW OF EVERCRE914S OR - 25' INACTIVE BUVPEH, - 25' ACTIVE BUFFER - FULL LANDSCAPE SCREEN LANDSCAPING FOR' PARKING LOT REQUIREMENTS RECREATIONAL FACILITIES: UNITS REQUIRED: 1 RECREATIONAL UNIT PER 30 DWELLINGS APARTMENTS: 88 UNXT8/30 a 2.93 UNITS REQUIRED PROPOSED DEVELOPMENT: CONDOMINIUM DWELLING UNITS EIGHTY-EIGHT (88) APARTMENT STYLE UNITS FIVE (5) TWO-STORY BUILDINGS WITH EIGHT (9) UNITS POUR (4) THREE-STORY BUILDINGS WITH TWELVE (1 UNITS FOOTPRINT AR?1, 5,519.17 Sq. Ft./UNIT TWO STORY UNITS: ll,Q38.34 Sq. Ft./UNIT THREE STORY UNITS: 16,_957.51 Sq. Ft./UNIT ALL U14ITS SHALL HAVE 2 BEDROOMS PER UNIT 2 STORY, HGT.1 40-0 MAX. 3 STORY, HGT.i 401-010 MAX. PARKING'.' 23+ SPAC�tS PROVIDED (INCLUDE$ 10, VAN�-AcCgSSIBLE HWP 'S PACES) PARCEL DEVELOPMENT; EX. PARCEL: 11.000 Acres ROAD R-O-W; 1,490 Acres NETPARCEL: 0.520 Acres REQUIRED OPEN SPACE (30%): 9.520 Adres x 0.3 2.856 Acres PARCEL covwAe-ga C16hb01 1NfUm5! , BUILDINGS: 1.5204 Acres PARKING/DRIVES: 2.3062 Acres WALKS: 11.3123 Acres TOTAL AREA: $.1389 Acres OPEN SPACE: 4.1811 Acres (46 01fl, -open Space is consideredtO be,all lawn and: slope areas and the areas for the $11M Pond & recreational units. BUFFER and LANDSCAPE AREAS: ROADSIDE EFFICIENCY BUFFERS: 134.61 Lin. Ft. ALONG VALLEY -MILL ROAD - 10 Ft. LANDSCAPE STRIP - SINGLE ROW OF EVERGREEN TREES 011.36 Lin. Vt. ALONG VALLEY MILL ROAD - 25 Ft. INACTIVE BUFFER - 25 Ft. ACTIVE.BUFPER - FULL LANDSCAPE SCREEN with 61 WOOD PENCE LANDSCAPING: PARKING AREAS:, 1 Tree Per 40,1 Perimeter (25201 Petimeter/401 - 63 'frees =>, 63 Trees Perimeter Screen Along R-O-W& Adjacent Prop6tties 58 Interior Landscaping Islands Proposed Parking Area: 100,458 Sq. Vt. (100,458 x 5% - 5023 Sq. Ft.) I Tree Per 10 Parking Spaces (237 Spaces/10 - 23.7 Trees -> 24 Trees) PROVIDED: PERIMETER,: 65 ZELKOVA SERATA TREES 71 ANOLOJAP YEWS FOR THE HEDGE INTERIOR ISLANDS: 7,200 Sq, Ft. INTERIOR TREES: 24 RED MAPLE TREES RECREATIONAL PACILITrcs: UNITS PROVIDED: 3 EQUIVALENT UNITS - 1 EA. 241W x 4011, PAVILION - 5 EA. PICNIC TABLES - 2 EA. BARBECUE GRILLS - 2 EA. HORSESHOE PITS (REGULATION PLAY), - 2 EA. SHUFFLEBOARD PITS (REGULATION PLAY) - I EA. HARD -SURFACE, PERIMETER WALKING PATH ZONING NOTES; 1. EXTERIOR, LIGHTING SHALL BE PROVIDED IN THE PARKING AREA AS INDICATED ON THE LANDSCAPING PLAN. ALL LIGHTS SHALL BE SRIOE-BOX STYLE, 201 TALL LIGHTS ILLUMINATING THE INTERIOR PARKING LOT TREES. ALL LIGHTS SHALLBE DIRECTED SO THAT THERE IS No GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMZNTS, W I HICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. S. : HR rjtFv0t)R. TRASH C�,LLECTION TRAT RA56 BEEN' PUINIMPID FOR t9ld CONSISTS OF ONE (1) DUMPSTER FACILITY LOCATED OFF OF 'THE END OP ROADWAY LOOP. 4. DEVELOPNENT OF THIS SITE OILL NOT RESULT IN THE DISTURBANCE OF ANY UNISTZNG ENVIRONMENTAL FEATURE, 5. DCV2LOPM2NT OF THIS SITS WILL NOT RESULT IN THE INSTALLATION OF ANY ouT,00OR STORAGE ARSAS. 1 PLACE CONDOMINIUMS PARK SECTIONII1 INDEX TO CITY/COUNTY LOCATION VICINITY MAP 1.s 1000, JACOUELINE ANN DOYLE P.I.N. 541-1-13 DB 907 / PC 1596 0% '1 BRAGG USE:SINGLE FAMILY RESIDENTIAL P.IX �V-1-12 ZONE:RP RONALD W, ALLANS6N Do 784 r-r-G' 1212 P.LN. 541-1-15 JOHN. GIANGOLA USE:SINGLE- FMPLY RESIDENTIAL OB 585 / PG 315 DONALD G. CATHY G. GANSE !P.I.N. 541-1-10 ZCN�:RP USE:SINGLE FAMILY RESIDENTIAL -7 DBL 635 PG 286 ANDREW T. RIGGLEMAN ZONE:RP P.IX 541- 1 DONALD L. LICHLITER & DB 519 / PG'817 USE:SINGLE FAMILY RESIDENTIAL P.IX 54t-1-14 USE:SINGLE FAMILY RESIDENTIAL ZONE:RP DB 592 / PG 363 DAVID R. RHONDA G. MADISON TAMMY SUE BROCK ZONE:RP USE:SINGLE FAMILY. RESIDENTIAL RIA. 541�1-17 P.I.N. 541-1-4 CLARENCE C. & HAZEL 14. ESSER KATHERINE BLAG�,'_ TR. ZONE:RP JOHN GIANGOLA DEI 900 / PG 435 P.I.N. 541-1-9 P1N. 541-1-1 541-1-16 D8 876 / PG 1594 USE:SINGLE FAMILY RESIDENTIAL DONALD G. & CATHY G. GANSE D8827 / PC 160 DB 900 OB 635 / PG 286, USE4SING I LE FAMILY RESIDENTIAL ZONEAP RESIDENTIAL J( I` P.I.N.P -11 B &D O� ENVAL ZONEAP P.I.N. 541-1-5 USE:SINGLE FAMILY RESIDENTIAL USE:SINGLE F&ILY REII-D)k USE:SINGLE FAMILY RESIDENTIAL DB 579 / PG 617 ZONE -RP ZONE:RP ZONEAP K & G ASSOCIATES OF VA. MELISSA V. BEAN -:P.w. 541-1-18 USE:SINGLE FAMILY P.I.N. 541-1�3 DB 71:3 / PG 802 NARENDER & MOHINI ROPER DB 893 / PG 1394 ZONE-IRP -USE:SINGLE FAMILY RESIDENTIAL P.I.N, 54B-2-47 USE:SINGLE 'FAMILY RESIDENTIAL ZONE:RP 08 120 / PG 15 ZONE:RP USE: MLILTI- FAMILY RESIDENTIAL ZONE:RP T CHRISTINE M. INGALLS VA S4C., RX 6$9 1 VALLEY MILL ROAD PJ.N, 548-2-48 08 849 / PG 1767 USE:MULTI- FAMILY RESIDENTIAL 44 4z a FZONE:RP U/M I it f., 'CC JEFFREY S. & KAREN A, BOWERMAN P.I.N. 548-2-49 .Mn OB 867 / PG 1614 USE:MULTI- FAMILY RESIDENTIAL OAKCREST PROPERTIES, LLC ZONEAP P.I.N. 548-2-1-1 THOMAS E. & NADEZHDA Y. DAY DB 896 / PC 1779 PIN. 5413-2-50 LD USE MULT1AILY RESIDENTIAL 08 072 / PG 57 70N.E,RP' USE -MULTI -FAMILY RESIDENTIAL E" ZONE:RP P HERBERT M. BOSWELL, Ill _J H&V CORPORATION P.I.N. 1 548-2-46 P.I.N. 548-2-51 D8 712 / PG 864 OB 875 / PG 561 USLMULT1 -FAMILY RESIDENTIAL USE ,MULTI -FAMILY RESIDENTIAL ZONE:RP 11. 000 ACRES 77M ZONE:RP GARY & PAMELA HINGER 47 P.I.N. 548-2-52 - D8 883 / PG 902 48 USEVULTI-FAMILY RESIDENTIAL 49 ZONE:RP JAMES T. BARTON 50 P,I,N. '548,,2-53 134D "G' ULU "H 08 789 PG 1509 USE; MULTI -FAMILY RESIDENTIAL ZONEAP 51' SATIAN ENTERPRISES 52 JOSEPH J. & ELVERA VIENI P.I.N. 54-2-1B P.I.N. 548-2-54 DB 855 / PC 1384 53 DB 725 / PC 517 USE:MU LTI- FAMILY RESIDENTIAL USE:MULTI- FAMILY RESIDENTIAL ZONE:RP ZONE:RP JT 55 • 56 LAWTON M. & SUZY H SAUNDERS P.I.N. I.N. 54B-2-55 57 USE: MU LTI- FAMILY RESIDENTIAL ZONE:RP ARMEN AZARNIA P.I.N. 54B-2-56 DR910 / PG1146 FRED L. GLAIZE, III ROY L. RUDOLPH, ET, AL. USE: MULTI -FAMILY RESIDENTIAL P.I.N. 54-2-2 P.I.N. 54-2-3 ZONEAP DB 790 / PG .347 D8 754 / PG904 DANIEL H. GROGAN USEAGRICULTURAL USE:VACANT I.N. 54B�2-57 ZONE:RP ZONE:RP BROOKLAND HEIGHTS 0P.8 712 / PG 527 SECTION 3 USE:MULTI- FAMILY RESIDENTIAL P.I.N. INSERT 54B ZONE:RP DB 688 / PC 305 DENNIS J. MAY USEJOWNIHOUSE PAX 548-2-58 ZONE:RP DB 846 / PC 1476 USEMULTI-FAMILY RESIDENTIAL 'ZONE:RP PA�N'TER=LEW�R�_D) DO LAo n17 FINAL SITE PLAN 302 0rc`0UTflr--flu BORADDOIum STREEt, �`_:35UTE 2`00 APPROVED dl,,I-ATE ;ePi fflwumESTErl, V�Raur/`RNA 226 01 040) 06 2, - 5 7 9 2)) P. Vd k1lid e ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM- OF CURB BML BUILDING MOUNTED LIGHT BID BREAK POINT BSBD. BASEBOARD CG-6 CURB & GUTTER CG-6,P REVERSED PITCH CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO, CLEAN OUT DIA. o Ir 0 DIAMETER D$ DOWNSPOUT 'EOP EDGE Or PAVEMENT F.F. oir F.F.E. FIRST FLOOR ELEVATION FIX F*IRE DEPARTMENT CONNECTION FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE Gm GAS METER GV GAS VALVE HDCP HANDICAP HB HOSE BIB CG-2 6" HEADER CURB 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 METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN N.T. S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T. B. D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE. RISER BOX TVRB TELEVISION RISER BOX TYP. or Typ. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAJV 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 RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(OO.0)O) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/8" PER FOOT, TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). F E.3 12P Ic) DEPT, OF PLAMING/DEVELOPI'VIENT PARK PLACE CONO Vu ""MINI 11 TMS SECTION 11 LIST OF DRAWINGS SHT. 1/9, COVER SHEET & GENERAL NOTES SHT. 2/9: CONSTRUCTION NOTES and DETAILS xu H 0--; Ox 0 VfN7TrP Y31 AXT SHT. 4/9: SITE GRADING and EROSION & SEDIMENT PA111TER, CONTROL PLAN 0.18260 SHT. 5/9: DRAINAGE DIVIDES & DRAINAGE AREAS 0Z'/z,?/CJJ SHT. 6/9: LANDSCAPE and LIGHTING PLAN 0 ALSHT. 7/9: STORM SEWER PROFILES and DETAILS I SHT. 8/9: WATERLINE & SANITARY SEWER PROFILES and DETAILS SHT. 9/9: MISCELLANEOUS DETAILS APPROVED FREDEMCK COUNTY, VMGMA -(2 DAM 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 THESE 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 THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PROVIDED BY THE OWNER THAT WAS PERFORMED BY MARSH & LEGGE, LAND SURVEYORS, P.L.C. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE. PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALI, WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONS'F>IRUCiou . P6R 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 COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS 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 DEBRIS, 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 PROPOSED MAIN AND ALL PROPOSED SERVICES SHALL BE COORDINATED WITH THE F.C.S.A. 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" & 6" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08% THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER MANHOLES AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 5. THE 8" DIA. WATER SERVICE AND FIRE 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 AI.L WATER AND SEWER SERVICES THAT C POINT OF OF THE TAP AND TERMINATION C TO EXISTING LINES. THE LOCATION ONNE T THE LATERALS ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. M AN APPLICATION FOR SERVICES MUST BE MA DE 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 CONTRACTOR 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. INTERIOR DROP CONNECTIONS SHALL BE MADE FOR THE CONNECTIONS TO THE MANHOLES FOR THIS PROJECT. THE DEPTH OF THE MANHOLES REQUIRES SUCH A CONNECTION TO BE MADE. 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. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO THE BUILDING. THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 12. 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 AND STORM WATER MANAGEMENT FACILITY, AS DETAILED ON THE PLANS. THE ON -SITE STORM WATER MANAGEMENT FACILITY HAS BEEN DESIGNED AS AN OPEN-AIR DETENTION POND FACILITY WITH A SINGLE STAGE OUTLET CULVERT PIPE TO CONTROL THE 2 YEAR, 10 YEAR, AND 100 YEAR STORM EVENTS FOR THE POST -DEVELOPED CONDITION OF THIS SITE. THE FINISHED FLOOR ELEVATIONS HAVE BEEN ESTABLISHED SO THAT THEY ARE WELL ABOVE THE 100 YEAR FLOOD LEVEL. SEE THE DRAINAGE CALCULATIONS FOR CLARITY. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINEPOURED 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 AREAS OR TIED DIRECTLY INTO THE STORM SEWER SYSTEMS, AS INDICATED ON THE PLANS. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE, 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 iACCESSIBLE 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 I:IST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMI`1'TED FROM THE P_,ANT 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 M"NIMUM 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 THF. SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SICURE TREE TO STAKES WITH 19 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 21'x21Ix72". 9. U!E SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 1O.RIMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROIL BACK BIILAP ONE THIRD ON ALL B&B PLANTS. 11.P kNT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, V RGINIA. 12.1?1:PARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCITES OF St-L ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 S( ARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY P1 OR TO INSTALLATION. 13.PIiNT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GIPRANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FF)M TIME OF INSTALLATION. STONE CONSTRUCTION ENTRANCE 70, MIN. EXISTING A PAVEMENT Sa FILTER CLOTH d- t4N A �HOLMIABLE' BCRM 7 rCIPTIQIAL} SIDE_ ELEVATION_ EXISTING GROUND 70' MIN. `_-- ��'n1I�• " a vASNRACk '" s11N. (�i112NAL) -� IMIK 11 D' MIN. -- E S PAVEMENT VOOT er ~ POSITIVE DRAINAGE toMM C"SE AGGREGATE i TO SEOINENT TRAPPING DEVICE • MUST EXTEND FULL of OF INGRESS AND EGRESS PL AN LAN VIEW Rrl 400 �' /� .% tea •.. graw IPA `:7401ps eq DNAIN SPACE SECTION B-B CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE. A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAx. JIII now 3 STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH FLOW 4 BACKFILL AND COMPACT THE EXCAVATED SOIL SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) I FLOW I ,. A \i 1 1 1/ A \\\ B 17 t�0 \ I I I 10 1111 It -- I M r\\� POINTS A SHOULD BE HIGHER THAN POINT 8 DRAINAGFWAY INSTALLATION (FRONT ELEVATION) 7'l:'MPORA R Y SIEDIMEN7' TRAP t• oltlGDw. � GOWN) ELEV. _ 61 CU. YDJACRE N 67 CU YDJACK (EXCAVATED) 1' MAX. FILER CLOT( I'xnGI11Al cttalnD -- ELEV. -SEE PLATE 3.13-1 COAF.SE1 AGGREGATE �• CLASS I RIrRAP CROSS SE,,'TION OF OUTLET CUSS I IIN'IVP \ �- LENGTH (N FEE,) AREA (INX ACNNOE DNERSION DIKE / ol A_ COARSE AGGHEGA EXCAVATED FATER CLOTH NNA ..COARSE AGGREGATE SHALL BE VDOI 13, 1357 OR 15 OUTLET (PERSPECTIVE VIEW) ROCK CHECI( DAM 2 ACRES OR LESS Of DRAINAGE AREA: s" 3' FILTER CLOTH (OPTIONAL) -- - (DOWNSTREAM VIEW) VDOT COARSE AGGREGATE FLOW 3' .� . .•1:�';:�;;: �t;;,;�:E' :•:�;"fir. ACRES DRAINAGE ' AVE.,-. 1 FILTER CLOTH ell (OPTIONAL) ����;��►,fir/�►• (DOWNSTREAM VIEW) D COARSE AGGREGATE 9 CLASS I RIPRAP SILT FENCE CULVERT INLET PROTECTION 0"'billl -------------�----------------- ---- --- FILL or L � i ' i 1 I culvert �I I I 1 ' I 1 I I J. rot: OF FILL SILT FENCE �.lJli� DKTAe10E IS d' MINIMUM IF rlOw IS TOWARD EMBANKMENTFlow OPTIONAL STONE COMBINATION I.0' 1.5• I FLOW �•VOCT 13, 1357 OR 05 COARSE AGGREGATE TO REPLACE SKT FENCE IN - HORSESHOE • Ill HIGH VELOCITY Of FLOW IS EXPECTED I RIPRAP PIPE OUTLET CONDITIONS A A IPF. 011TI.F.T TO FIAT REA WITH NO DEFINED HANNEL L a O % -` d I- T SECTION A -A FILTER CLOTH KEY IN 9- 9 . RECOMMENDED FOR ENTIRE PERIMETER 3do (MIN 1 1 PIPE OUTLET TO WELL. DEFINED CHANNEL PLAN VIEW --------� L Is SECTION A -A T F- - FILTER CLOTH KEY IN a'-[r. RECOMMENDED rOR ENTIRE PERIMETER NOTES 1. APRON UNING MAY BE RIPRAPGROUT . ED RIPRAP. GABION BASKET. OR CONCRETE 2 1• 13 THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3IS-3 AND 318-4 3. d . 1 5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LJW THAN O INCHES Square Straight Steel Anchor Base Pole ORDERING SEOUENCE SSS CATALOG NUMBER POPE El SSS 4-C. Din I� St1UARE STRAIGHT TYPE STEEL SHAFT ... - IT 10' to 40' Mounting OPTIONS NOMINAL MOUNTING (see back page) HEIGHT 1040 FT (see back Pape) SPECIFICATIONS NOMINAL SHAFT (BASE SIZE FINISH SHAFT - Minimum weldable -grade (ASTPd A AND WALL THICKNESS _ _ 500 Grade B) hot rotted commercial- Quality (see back page) Designation Descri n carbon steel tubing with a minimum yield of Architectural Colors Polyester Powoor 46.000 psi Uniform wag thickness of 120' or FIXTURE MOUNTING METHOD O DDB Dark Bronze (standard) IBC' Shahs are one-piece with a longitudinal O DNB Dark Bronze II eleclnc resistance weld Uniformly square in crosDESIGNATION DESCRIPTION radii, an excionellent with Rat sides. small comer O DMI Medium Bronn ra0u and excellent torsional qualities Available TENON MOUNTING, O DNA Natural Aluminum shah widths are 4. 5 and 6 inches O PT' Open Top O OWH While ANCHOR BASE - Fabricated from hot rolled O T20 2-3/8' 0 D (2- NPSI O OIL Black carbon steel pile that meets or exceeds a J T25 2 718" 00 (2.112' NPS) O DBR Bright Red minimum yield strength w 36.000 ps' The O T30' 3 1R 0 D (3' MPS) O DGC Charcoal Gray anchor base is provided win round holes on ❑ T35 r 4' 0 D (3-tit- NIPS) O OSS Steel Blue 4' slotted notes on 5- and 6 poles O LISS Sandstone HANDHOLE -- A rectangular remtorcen DRILL MOUNTING FIXTURES O DTG Tennis Green handhole rim having nominal dimensions of O DMI9 ' I at 90' 3' x 5' for NI shafts Included is a steel cover U DM2B ' 2 at 180' with attachment screws • DM2I PL 1 2 at ISO' with one six d ppe t GROUNDING - A out holder located • DM29 1 2 u 90' immedistety inside the handhole rim and is J DM39 ' 3 at 90' provided with a 112' x 13 UNC ground Don Z) DM49 ' 4 at 90' and nut F---_ ANCHOR BOLTS - Top 12- galvanized per A SSS 5' 6 6" SHAFT SSS 1' SHAFT A ASTM A 153 Made of 3/4- or V diameter steel rod having a minimum yield strength of so am psi HARDWARE - Fasleners are high-suerlgth galvanind, mK.pW4od or stainless Steer TOP CAP - WaUSerDroof high strength plastic cap is standard FINISHES - Dark bronze polyester powder finish (DOB) is standard Optional painted finishes available SRMI Do ON foe Ancho, Wsrehoutt Template BASE COVER - Aulomotive-grade ASS Mastic SIN Curse Propo w Some DM Anchor Bon Momil a tUR cover finished to mMCh pOkt M Lae A I C IT , I s Drool JIT ill 2.304t4' F ASSI64C Alll-0 ►.150004 NOTE If poles ere stored oMtlde, protective 4-G a-)? 2.3M'4' l' AM4G MOD-0 PJS0004 wral log paper and cardboard must be 5' 10'-12' 3-3W-4- 11' AMPS A&%6 O P150010 removed Immediately to prevent finish e' II'-13' 3-IR•4- 12.1? ASM4 Ai PAW II damage '.L/TMON/A ARCH/TECTURAL OUTDOOR NOTE: Factory atgpeal talltl M Rivet be NM ~ 20" al - aces. Ua4afa wO 10 --- aNap dOo be Klew4ad am*~ PMONface Y tNa N ttala bMry "NIPM me son iomm we n 4• "ow Palo Gray ' 1.111' ad C fta ovoftk so S' and I' *Aft al ' inn pOWn all err LWAM AKMWkwg Oat M Draws woos WKfte sllarwtte VIRGINIA DEPARTMIENT OF TRANSPORTATION REV 7/95 STAUNTFON DISTRICT PAGE 1 OF 1 GENERAL NOTES FIOR ENTRANCE PLANS VDOT GENERAL NOTES: V1, ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SFPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDIERAL 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 & HEALTH ADMINISTRATION AND VOSH FRULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURFRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. IFURTHERMORE, 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 WORPK, CON-RACTOR 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 WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOIUS 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. V8. 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 & SEDIMENVT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAIINTAINED THROUGH CONSTRUCTION. FEATURES HOUSING - Rugged, die-cast, soh corner aluminum housing with 0I2' nominal wall thickness Extruded C soh corner arm for pole or wall mounling is sun - dotd Soh Square Cutoff Lighting DOORFRAME r Die gl castdoor hick hisimpact ga sess tans tempered glass lens which Is lolly guketed ��D �oo� with one-piece tubular silicone OPTICS - Anodized aluminum hydroformed 3egmtnled collector. Four IES cutolf distributions available Type 40OW METAL HALIDE 11 (asymmetric). Type 0I lesymmotric), Type IV (lot 20 to 35' Mounting ward throw): Type V (squat) ELECTRICAL SYSTEM - Constant -wattage aulolnns / former (-2VF slarwgl Ballast is copper wound and _ 100% factory tested FINISH - Dark bronze (ODBI non TGIC polyester pow der hntsh is standard with other archilecturat colors available SOCKET - Porcelain, horizontal position oriented mo- CONTOUR• o ul base socket with copper alloy nickel -plated screw shell and center contact UL listed 1500W ' ' 600V �- Standard dimensions LISTING -- UL 1572 listed for wet locations CSA cent EPA I Iit' I 7 Fled (see oplwnsl IN1C.) W«9At 4116111111 _L l.npF:II Vr 144.5 c.) Width I7-Itl' N4.1 c.1 it. Depth: 7 I/r• Its I s.l ILO I cs) tut C.) ORDERING INFORMATION Example. KAD 400M IZO SPM SF DOB Ch..,• th• Iwia"O 1M ddw• rw« ,u b«i •, yo« .••d, «w iota• it N iM •PaMn•i• !)•m•nwX KAD 4001M satires Volbge Mounting Option KAD 40 M lie SPON Squirt 00414' u.l Irtand,wdl 1134 a Mdsel.d 1. H.1we Aces►lmelwel C.I.n fpovrde, rawhr 701 $Pon Sou"e pot. 19' 4,.0, Si Stnfl. ere. 1120. Ill. 347v. 111-dard tier. 2" IIP064 Rwnd P.O. 14' &roll rise ev&d&bl. w•th To DDe Duk tone. xta.dudl Dlstribulion 277 AP009 A-nd poi Ir r.P, DF Double lust I20A 240. 410V ovm WAwe Al Its tip. II ....tort y NI wNg04 Wood pde a wd111' a.l rise available walk TDI get 111i N Ifs type III ..y.meo�c' 4" WWD01 Wood pot. or w.a It' ...ty'• PER NEMA wwsl lock r.c.p&ci. O1dv Ina photxonndl 0-ork ed." FATe' PA004 Wall b IES rya tV l.rwud tMow' rackeUl' u.) lW OouV w.olla ryuem IISOW OM M.Mu. Mont. Ralf Its type V .9u«t Liam (When ad.,.V KMA OA01121 muoum 1&m9 not mclud.d) DNA Nuud ill. m shipp.d ..F...1.1, CSA CSA I.b.led lot US INPInint M Oa sendelpw. KIMA Masl arm adapter, C... d. Doc ehuewl F.y KIM@ Iran wou,nmp u, Al socket porim- I., high pTe Tenon V.- DADIIP Dir r.e Ar. Wile) tralo.&nctopoc. III fil DIM lk%N,.d DAD11W Dee,.. A,. (w.el &4p d sepa.Mly' Ote sled blw /EI NEMA wwst lock PE (120. no 24DVI /f] NEMA.w,.t lock PE (347V) IN NEMA ww.i lock PE foil l PEI NEMA rm,l lock PE (777VI NS Hw,. ,rd..NeM IR3, 1114 only) Accosaoriers: renon Mounting SlipRttor KAOVO V.ndd 9w,d O•a« ., .y.,M• r i4q m.n,s« KADWB W. a good Hump•, of II•iu r•, MOr[S Tai D D Ont Iw90180' 1.90N' TNeeON• FOV OtKI• 1 Nw„ nN rr..11 .,Mar• VIVO' IVW rA in rnIN In IN 1t1 yx3m TrM ) opa.n.�.•w ues.•..i nte.ra.rw. nrn 2 )!a' rn1a rn-2a RL2a' Tn.32e rnsa' rn-M' 7 ph+sroa. A►oa« wM'al4 w0101.4 w.. «. tw.ri.....,. «•« rd u . w ea is pdw. 4' ill -la T71 IN T2e-I!E' T71J2E TM >•1' T�►M' t wy s• •n«,e a ......uv S bwu,1 pc.« [Der 1-1 .un M w.d e A.Onq al «�w�twN 10.1 n.eaw. rN.. .•. raAu. 7 Nun ur. op D09 0rAL/THdON/A L/GHT/NG ARCHITECTURAL OUTDOOR UO►fTIMI AREA UGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR UGHT L©CAIM(S) ALL UGHTS SHALL BE Po51TIONED TO PRECLUDE DIRECT ILLL*ANA'MON OFF -SITE 3' Min. h"'--- 4 BY 4 CONC BASE CURB KAD M4 3/4"x16' THMADED ANCHOR BOLT (TYP) COORD11ill SPACWG AND NO. REO'D PER STND MANU. F_ PROPOSED GRADE 24- DIA - 4-04 REBAR-3- MIN. CLEAR LCONaqEn(3000 PS) 1 a" E5 REBAR O 8- CC EACH WAY HE rn O' W rO Q p O Z X N W W CL O Z _J V Z Q _ = U � Z � O y 0 Z Z w O O U V H 0 Z Q Z V Z Z 0 gV,_ Z Y p > p - C) Id W ii Laj _N WWQ L_ CL W W W a tea= F CL = O LLJ Nv a > I� o VI N ic) N Les +' I Q) �� V) .� C O 0 U O >` 't '� C C M C O -C -I- a .. � U o X ._ lL N Q on Q O a A,,Tx of Lf% n G PAINTER 9 No. 260 4 k (z �SSIONAL SURVEY. C. I.: Marsh & Legge N/A Land Surveyors DRAWN: JOB NO. TGP 980901E SCALE: DATE: N/A 07/18/99 SHEET- 2 /9 Ex. 12'0 RCP 30' PRESCRIPTIVE R/W TOP (667.91) / vF. NpN Ex. 12"0 RCP G TO DEDICATED TO VDOT C 01- - --- _Inv. -__ 666.86 -. FH 'T N 14'44 12 E S 75 18'41 " E 17� . &72 �1lLL�A - =T 831.,36' 35.00 ' �, f _ ____. 7-- APPROX. LOCATION OF r� i / - - �-' '� -' �' %$ �1 / "� r / . r/ YY. �'" r - i ,' i 7 / t EX. GAS STUB (TO BE - / ;= ' r ' Flo-) F FIELD VERIFIED W y ® r - - `\ A TEST PIT / % �,JSP \RF r - - - r- - - - - - -" - Ex. 15"0 RCP o � FFt ) - - 25.0 Inv. = 665.86 0 _ - 4 BEN EX. WATERLINE G r UG 6 HIGH N N - UG 13.94 30.76' WOOD FENCE - 25' INACTIVE BUFFER WOOD FENCE & T. CONNECTION TO M NE 207.50 - 112 PARK G 3BEA L4 8" 0" RED. REMOVEg NDPLUG MAKE& S 73'220�"---------------- _ _ _ _ _ - - �;� 45' END _ 2'R 40' BUFFER a GLM ✓7'92' 40' BUFFER 2 CAP TEL C9• u ter LIGHT ./.N. 4-2- w v 5'R Q> 5 R 5 R C'� 11 (END CONSTRUCTION V r �-- Tra sition (TYP) N cv U N -� - - - 5' ACT �F F 50' B.R.L. w4 l 20+83.30 G \ I - DB s PG 800 + V.'_ N Q 11.000 ACRES Q L. , I g' ` ) C114n \\ 00 J�� �20 F \` Gj655,R 6 , 6 .95 1h8. �p� T \ \ w - - -- - - - 4 CONC. WALK I F.L.S. o Eft\S�\NG TYP) gyp' .R. f\^ .. N o°o 7 F, 9 \ \Rp\LER i Q� r� GC c� �C� \� - 80' B- R•L_� ON STEPS "' S C F r \ \ --1,- 20' L o f-- 57.71 \ -� �2 w / G. r 0- BLDG. "E�" w F2 �\ m j 24.32� r- g 0 CONC. �I Dra'inWwith 'Trench s CONC. V RESIDENTIAL RESIDENTIAL J m _ Z N \ 21 53 6 CONC. LEAD w w K G CONDOMINI ' M BLDG. CONDOMINIUM BLDG. > w Re I WALK(TYP) WALK & ® 1 .0% Slope `� D w w „ STEPS BLDG. C ? 2 Sto , �, Q Z 6' CONC. LEA C) ry ght. 25 53.04 2 Sto ,I �Ight. 25 . RESIDENTIAL 8 its nits o 12' ,2' o W- \ WALK(TYP ,c 1 z A RESIDENTIAL 0 3 J BLDG. A `V " ONDOMINIUM BLDG CONDOMINIUM BLD a F.F.=I�i 5.75 INV= F.F. 62.50 pia ^ 2 Story, H ht. 25 2 Story, Hght. 25 © 6' CONC. LEADc 656.75 6' CONC. LEAD o RESIDE BL` WALK(TYP) e ao rn 8 Unit$ 20 _.._. __-- WALK(iYP) L I � o \\p3 z r ONpOMINIU + -� v _. 0 0 ' 8 Units 50.00' - 20' 2--i--20' ( 42.35' 2 �, o Hght. 25 1 F.F.=675.33 F.F.-670.00 - 38.62' 6'0 PVC SCH. 40 90.73' NOTE - EX 6p'� RI PG 5g9 2 StOa' Units 21 95 INV= Gc� } 4 SAN. SEW. LAT.(TYP " C \ INV= P 0 3 676. 1.6� 663.86 26. JO o 658.31 SERV. � w _ C s 8 �•F•� ) Prop. 30.74'-15"0 ap IN = PROP. SIGN: \ CA 'm / 7� 40 INV= I cri� M M B 0 J� AREA-100 S.F. MAX. $ \` f \ 663.2 LIGHT 5'R N N ,.,/ ./ ro HEIGHT=35' MAX. m / 6" PVC 40 MH-A (TYP) 'I I ® R III 4 N WA 3 (PROPOSED SIGN WILL CONFORM \`\ uGE SA )SEW. LAT.(TYP)33.00' INV= 4 5'R n v 4 BEND Y WITH THE REQUIREMENTS OF SECTION r^ \� Q 5 5 Prop. 24.31'-15"0 662.50 8 �23 0' 12 .00 R FH a� T.B. Im Q �I 165-30 OF THE FREDERICK COUNTY , 65. 9 INV= ��. © Pr 201.88 18"0 F I j �® 4: S R �' m 9 c� RCP, CL. III 7.20% RC P CL. III 2 38% E 1 rF ' S m ZONING ORDINANCE) \\ �= �' Q r G 4' C NC. WA K 0'R 20' P O 5' 1 0 r-$',0 SDR- G`L N w �.44 669.10 0 t ` r�p j 67g r' MCA' 1 AN.' SEW.'® 2.08 G \ SOP= - rop 70. 0'-24"0 2. 12'� u' RLINF FSAAT INE 21.5' L. IT �'2269; �4 ®- -zv " TC+cc-- x -TE z 'HEAVY - x x TEE SDR-35 SAN. S �� - - L2 0 1 "0�V - v & T. - l iI - - 2" METER �;20'R I-- T � °WWII N Y RCP 8 (TYP) C1 I 488'R- PA ING AREA 5'R 8"x8"x6" TEE 8"x8"x6" TE R 3.70' 1 ENO Q 45 15 _roll. 656. g _(F.�- '� 5'R 20' W TE E T a I 20' 20 R _ n BROOKLAND HEIGHTS 6l8 R\ \N`1 " 6$. 0 NN ''` ' 1 P, CL. III ® 2.52% P� w SOP= l2 ,0 EX v.�6 �IE€-- ; , ! '� ! ° I "' 131 SECTIONS 1 & 2 0 0\ gl0 �k PROP \N RO a 1 1 F.L S. 1 I \N� 1 SIGN 6\N�\OE 0 F 0 26 00 D Pr 1 I t ----- - - P.I.N. INSERT 4B -- ' S 5'R DB 688 / PG 305 44 R �` EX. SAN. SE e HI 1 S70RM NAIFR PROP H � ' "'�' �� � dYtlETF� 2 METER -�' USE;TOWNHOUSE Pro 49.21'-15 0 b=� --� =6,�,QrQ6 -' X. SAN EW R ? IM=658.27 A(Nhi1WX5A ' FACWY I cp MET� - RGP III c� 1 � -' o> X I�N�v �b5Tm � -� � �3 p� � ', -�-- � � ,�.� E) . INV.=653.14 © N - - ZONE:RP 5'R� A �- _� A .oSEW. ESMT. 6" INV.=660.48 _log = Uw w 6" IN653.81 .�� 7i rn oo N '-iRS1DE7ROP-�OSIAMESE Prop. 142.52'-15"0 \ a � INV- "�NN.(TYP RCP, CL. 111 ® 3.33 b \ © I n / �/ G-\O N ? _/ w w w « F.L.S. \ Gi ,6�4.1 R, / .ONNE Q�jG �� N t,+. �0 �ii 6 GV BLDG G 660.98 BLDG H x6"x6"- \ lop � g6 / �E �, 6 GV 2 g RESIDENTIAL RESIDENTIAL INV= �°' '� TEE 6"0 PVC SCH. 40 I I 44'R 20- CONDOMINI M BLDG. 657.65 � �o�NN ��°�� - ' '� 3 Story, H ht. 35' CONDOMINIUM BLDG. G� '-T- T.e. 2SAME METER �T (�P) 01 / rY 9 3 Story, Hght. 35 PROP. FH ® 12 Units F\ ,0 9 56.65' 12 Units i ASSY. W/ F I i " CMP 6' CONC. LEAD w (4) BO LARDS U WALK(TYP) 20 U F.F.=�I72.15 s MT \ \ ) F.F. 6M.50 c, 2os o F L S 656.29 .. s v-` GF 6' CONC. LEAD r' I ONC. STEP 6' CONC. LEAD J Q ' v 91 v+ WALK(TYP) (TYP) WALK(TYP) tb ? ^0 6" GV 4 * NOTE' �^ A\ \ D\ 4.6g �•�(V^" \, L 6�. N 61.31' ---{ J �'O®r,\ Q� ?o \ s .SR SRN .�65� 3! CC-12 HDCP RAMPS MAY BE % \NV ti \oE M g p o I o - �5 \v C N o o �rn ti� �P 6' CONC. LEAD REQUIRED AS DETERMINED P R \N :��' C� o VGE oN 5'R �� ® WALK(TYP) I J BY VDOT INSPECTOR RG O� N9, 6 D 9ro �5 M (ENO o�. % �. \ ZOP,6l9' s. \ �j S 12 v�r0. 5.R 6 R 1P1 0. 5 0 86 34' I 6� S R'' SATIAN ENTERPRISES O _ l3AO� %6 C C N .TpP.I.N. 54-2-1B.6 F• Sto '� DB 855 / PG 1384 y ` `�'P PA KING AREA 5 R f (TYP) �1� USE: MULTI- FAMILY RESIDENTIAL - 35 B.R.L. Cam_ - - L�---- p FF�-- APPROX. LOCATION OF \\ v1 GF---- �.0 r w ^' -�/ LIGHT 2'R 212.48' _ ZONE:RP EX. GAS slue (To BE w ' ' 1 1- i 6� FIELD VERIFIED W/ \ N\ (TYP) _ A TEST PIT) v • 1� �' 62 i� END CONCRETE c� 5 R - START ASPHALT PAR NG ET A K 5 END CONCRETE__-,_ \\ \� START ASPHALT w E X . 6 �� j ;- DB 4g6 ��p 843; .__ EE SyTQ�,'� r H \ + , EX. DIRT ROAD -,�, 1 `r 9 �r0( \ ®Qq� GL® AL z6' 29 "- - - 26& 1i- - -- S R DETgfL LI Q14 PgYP) 0 R;I��R CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD C1 183.99' 21'05'01" 500.00' 93.05' S86'06'30"E 182.95' C2 94.25' 90'00'00" 60.00' 60.00' N59'26'00"E 84.85' C3 93.98' 89'44'41" 60.00' 59 73' N30'26'20"W 84.66' C4 157.53' 9015'19" 100.00' 100.45' S59'33'40"W 141,74' C5 110.73' 12'41'19" 500.00' 55.59' N08'20'39"E 110.50' C6 36.18' 10'21'53" 200.00' 18.14' N00'51'01"W 36.13' C7 121.36' 69'32'02" 100.00' 69.42' N40'47'59"W 114.05' C8 125.86' 72'06'46" 100,00' 72.80' N68'22'37"E 117.72' C9 62.44' 17*53'14" 200.00' 131 48' N23'22'37"E 62.19' LINE DIRECTION DISTANCE L1 N83'20'59"E 67.27' L2 S75'34'00"E 489,26' L3 N14'26'00"E 60.59' L4 N75'18'41"W 207,50' L5 S14'26'00"W 81.51' L6 S14'41'19"W 36,98' L7 S02'00'00"W 41.61' L8 N06'01'58"W 37.64' L9 S75'34'00"E 212.48' L10 S32'19'14"W 2.32' L11 N14'26'00"E 46.91' FRED L. GLAIZE, III P.I.N. 54-2-2 DB 790 / PG 347 USEAGRICULTURAL ZONE:RP N oso se' w 2.40 S 84002 311Y � 5.00' ROY L. RUDOLPH, ET. AL. P.I.N. 54-2-3 DB 754 / PG 904 USE:VACANT ZONE:RP STORM SEWER STRUCTURES O Prop, EW-1 15"0 Inv. Out = 650.20 © Prop. 15"0 ES-1 15"0 Inv. In = 651.70 © Prop. EW-6 (Modified) © Prop. DI-3C, L=6' 24"0 Inv. In = 653.30 Top = 660.00 15"0 Inv. In = 654.05 15' 0 Inv. Out = 655.00 OD Prop. DI-313, L=6' ® Prop. DI-36, L=6' Top = 663.50 Top = 668.20 24"0 Inv. In = 657.70 15"0 Inv. Out = 663.20 15"0 Inv. In = 658.45 24"0 Inv. Out = 657.50 O Prop. DI-38, L=6' ©j Prop. DI-3B, L=6' Top = 666.00 Top = 667.30 24"0 Inv. In = 660.20 15"0 Inv. Out = 662.30 15"0 Inv. In = 660.95 24"0 Inv. Out = 660.00 O Prop. DI-36, L=6' Top = 667.80 18"0 Inv. In = 662.30 24"0 Inv. Out = 661.80 © Prop. DI-36, L=8' ® Prop. DI-3B, L=6' Top = 673.10 Top = 674.10 15"0 Inv. In = 667.35 15"0 Inv. Out = 669.10 15"0 Inv. In = 667.35 18"0 Inv. Out = 667.10 O Prop. DI-3B, L=6' ® Prop. DI-1 Top = 674.30 To = 671.75 12"0 Inv. In = 668.55 12" 0 Inv. Out = 668.91 15"0 Inv. Out = 668.30 i U.ZRB \ f \ tRF GRq ilfC \ BROOKLAND HEIGHTS SECTION 3 P.I.N. INSERT 54B DB 688 / PG 305 USE:TOWNHOUSE ZONE:RP XUA RV. ARC TAN. CND. 9K CHD. C1 Q? 320 j2jIR0W' 1.31LQ1' 67JI3 ' S 2"7'14' E 1.3480- C2 2"71M' 15ft9t' SfA72' J11.74' N 07J'.'ki'' W 611.0' NOTES. 1. HORIZONTAL ORIENTATION IS BASED ON FINAL SUBDIVISION PLAT DATED MARCH 28, 1996 BY GREENWAY, INC. AND RECORDED IN DEED BOOK 855 AT PAGE 1384. 2. VERTICAL DATUM IS BASED ON PLAN DATED MARCH 22, 7996 BY DOVE AND ASSOCIATES. 3 INFORMATION SHOWN IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED APR& 19, 1999, 40 ABBREVIATION BO CMP FH GAS MH GLM GV INV. RCP SANITARY MH SLS, TCB TR TRB TVRB WM WPP WTP WV IRF N (ItTtF ` 4s4 R/WRIVER DR/VF FINITI N BLOW OFF (FLUSHING HYDRANT) CORRUGATED METAL PIPE FIRE HYDRANT GAS MANHOLE GAS LINE MARKER GAS VALVE INVERT REINFORCED CONCRETE PIPE SANITARY MANHOLE SPEED LIMIT SIGN TELEPHONE CONTROL BOX TRANSFORMER TELEPHONE RISER BOX TELEVISION RISER BOX WATER METER WOOD POWER POLE WOOD TELEPHONE POLE WATER VALVE IRON ROD FOUND 40 Scale 1" = 40 ft z z z z O w w w T. m -.E ti C) C) c. CL V u) w LI w w f. < C) Q, O u O Z _ Z Z Y p > _Y p Z W W V � 4id VIP W W Q LA_ SNP a- W O W Y j Z =O LL)3 N V a- > 0 J O O N �C-4 rr N v I I N N � CO cD V) - cfl cD E V 00 Q U L It It m O -C L �- CL .. 4) x o .s cn 3 � I° Q N " 0 1 a PLTH o>- Ll�c � r O r TIMOTHY G. PAINTER No. 18260 ro;P NS SIONAL SURVEY: C. I.: Marsh & Legge 2' Land Surveyors DRAWN: JOB NO.: TGP 9809016 120 SCALE: DATE: 1"=40.0' 07/18/99 SHEET: 3/9 W Ex. 1 66 RCP 30' PRESCRIPTIVE R PROPOSED R W = 0.477 AC. / TOP (67.91) / >- ta�F-"" Ex 12"0 RCP Ex. FH TO BE DEDICATED TO VDOT Cl) 1p, Inv, _ 666,86 NV _jai. -�• r.1I•• ---� "S" '�4 •r- -rG S,> r- - -- -L-- ` / r.�.. -s= Z --�-- -•►r- --- -+T't -1• - -L -- . 44 12 E 10 e1 �� S 75 18 41i = 6�b 831.36 ,��� �;< 0 N l,. �..� ..�" `�. �Pij. x . 1 RCP ` ro ✓j,✓!-,. �`01�� ,t',' /' nUP 1� f'T ter• , r - 1a 1 l ��.` WPP A - , r ' n yi APPROX. L,pCATION OF Sri _. - - S. ��� - - -Tom"- - PROF'. 18'-15"0 �� ,:\` 1c0'� �6' Z EX. GAS STUB (TO BE i �, i t F, - - oRCP ri `h� RE far i�- , `� w w w ui p FIELD 'VERIFIED W/ F - - ._ a �� 1 - � _ - " ,' J ���� A TEST per) WZP \R ------ FHCL 665.86 tCg� - --h�,]0-v,`� WV --- - ; c. �Y C) - - G rG / ---- 4�� - 672 - UG 68.5 IVE BUFFE 4.0 �> >�, ��' '�°1 - 676 "' Ve�4'0'� - ---5CAL'�a! �'7•�22' " 7 5 76./ 75.5_ 7 - Pro G AREA 4 \ ' U <40' BUFFER r�� s a76u er IGHT w .8 6GBUF R EX2 CSC- Tra sition TYP) U ,�' c� ACTIVE BUFFERDS 5 PG 800 <> 1.00 A lQ Q��L. N 67. 68a J�o) c>��G/ C--4 sow e � v,. 1� 0 o 0) rn\ 9.9 W7 76 .2 7 �' 0' R. 7510 7 0�' S 6 3 `�. G` a\ / rlf co aoQ80' $- 5.33 a� ON. STEPS , F J / 672wwTYPF.623 ~.65.5 �5 5 2.3 62. 76376r5 0' 24" Wide Trench BLDG. DBOG. "E"'<%, 3 D®in1 with Sope rE RESI RE5 ENTIALCONDOMI �M BLDG. CONDOk" UM BLDG. ® ® 9LDG. "8" 4 - - LDG. "C' 666- z I _- 2 S. Hght. 25' 2 Sto t. 25' w o x 88 I • z 5.29RES1DEhM .2 9.9sf�E$ID£1VTIALs9 9 I�Its 'Units � i ?' "q" s UNDO INIUM BLD 69.0 d 60 ONDOMINIUM F.F. 65.75 , , = F x4662.50 .z BLDG. y 68 9 6 -:8 y N i \ r r 6.75 ` T 2 Story, Hght. 25 6 Ss ry, g - O RESID1104T V 3 7 9 2 Sto H ht. 5 �NpOMIN1I�M BL D 8 Units D D 8 Units 6s.5 33 R/ 2 Story, Wght. 25 F.F.=67"5.33 5 .00' F.F.=670.00 9.0 6 .7 64.E00 PVC S 40 6' X 6 .4 2.0 G 6 Units GCF .vi JC'� �� �` V- SAN. SEW L.A TYP 61. 1.1 ,ab�, / 66 J NOTE: `\ LT \\ \ EX. a PG 58 B I Ati . 1 Z PROP. SIGN: \ OJ 377 =676.40 G� r- 658.3 V • -, / D8 I•.F.- � 4.0 I ; 8 g � C1' 3 Pro 30.7 "0 AREA=100 S.F. MAX. \� \ _ LIGHT p. i HEIGHT=35' MAX. {*� 7C. F`"0 �kC TYP 7 ® RCP III K i ; (PROPOSED SIGN WILL CONFORM ` UGE � ( ) 68.4 68.1 j - WITH THE REQUIREMENTS OF SECTION ,' < - Prop. 24. -15 0 CG- _ - (,7 165-30 OF THE FREDERICK COUNTY -,�' ti \\ \ ��. IN, 5 a, r h RCP, C JII ® 7.209� 201.88'-�8"� F °�' 8 I rn 6 \� ZONING ORDINANCE) `\ �� 4 ,iU 7 � © 4 ONC. WALK RC 111 0 n8% 0 I 6.1P,o 62. 2 1 :67g' r' ,. R p. 1 > SAN SEW. 0 i SOP 3 2 -\ 1"IkIlk Pro 70. 0'-24 C�° 2 C' my ,6 L. IIT�T26'' L2 ® 1 m __cc �5 RCP � 17 9 -�� ,�,✓ G1 �--'- - '``,,`' PA IFf6_ARE 67. 64. 4.1 `� a5 ,656 LAJ ZDP,6Tg' �2 \ EX. ir��. , ; / '` ''------- >�--Pw+cING - p 6 BROOKLAND HEIGHTS ri /� 2.3 68 ` .9 s4. P, CL. 111`® . 1 '� \ SECTIONS 1 & 2 H 0 ,67 � PROP. - --- --�_ ry � `•. � Z SIGN ; _ _ v+ p 65 ' L'r ---- - _ _ �'_'I.N. INSERT 54B - - ` „ Pr 33.29' 24"� O 1 7 X. SAN®SE _.___ 4 688 PG 30 � 63 1 Q R nl STprPA/ �ITE7f� QUSE:TOWNHOUSE 5 � U Prop. 49.21 -15 6� �.�=67�_Q6 SAN E�VFR6 4 �' - t 658.27 AL�NI(A�M F �; \ h' p --Cj_ III 9' X. ►►�1y.=65 -' -�- s E V.=553.14 ZONE:RP h % INV.- 4 6 1 INN 53.8'1 Z_ g ' Z .�► / 75 ' n �o ``?"T1!��Ot-tTRO 5 / o a' ) IN Prop. 142. -15"� _..r < i ro " " )X-P, CL. III O 33 u B - 413 i, BLD G 660. -$ o t coP,s? 9 i _�' _ ��� `�2. 71.o se `BLDGF "H" s7.o. =: 3 \ 6� RESIDENTIAL RESIDENTIAL 1°D 6 SCH 40 �� _ �,� 1 �66$ CONDOMINNUM BLDG. _ OM�UM BLDG. " SAN. weT.(rYFa�,, W �� 7 �e �z � 7 7s 3 Story, Hght. 35 3 Story, 35' % 6y / , ul '` I ,rag �, c� ® 12 :Units 12 Units 6 ik,�M� 1 �_ ? ^ \.. ��, F.F.=1672.15 F.F.=668.50 c,� o �� N F, 'G A _ - V Z Ice CONC. STE \ A.., - Z 7g 9� `s * • 6 ® 72 L 71.5 8. 4 c . \� .�.1 * NOTE: V A 6g • ` ��j, ,) A sr 72.1 68.45 REOU REDDAS DETERMINED CP RAMPS MAY BE 1N R1L5 �N 35 r?O\ 71 r,E r 7.8 V 0 66 S ��� _ J-��-- O w BY VDOT INSPECTOR \ NdOM N9 E _ _ - 4` 6S O Y P m�U 1oP�6�g'g6 s. �5 �2 -I6. 's _ 6�a Q Q �RF aG' I 0 '- m SATIAN ENTERPRISES Di 00 6 ® 2' CONC. TRENCH ® �4bS/b� /� Z Z W W rz 6�� F F ^ s• 72. 71 a 6� $to A�/N/ Mi '.r O O_ P.LN, 54-2-1 B 1N� ' �\ �%' v� _ �6• r. a � � � DB 855 / PG 1384 ��� PT • 2 �` 1 __- PA KING AREA 6` c 1 y�M GAF L \ U F- N W USE:MULTI-FAMILY RESIDENTIAL - 35' B.R.L. ht V m - ZONE:RP APPROX. LOCATION OF \ g1 C f C ^ - P w - - �- Z'M° _ �, . �s h'9S 3S \O\� ` \ \ 4 y R� 60 W W 4K LA_ EX. GAS STUB (TO BE %J4 4IGHT ) �� \, _ Sj-� U FIELD VERIFIED W/ \ N� ` (NP) )� - �. - _ .W._ _ M 700 �2S vt� i A pq . I I A TEST PIT) `\ V� \ �'� 8 END CONCRETE N \ /� �C \ \ - START ASPHALT ' PAR G ET CK Z4 END CONCPE1ri uGE W O \` _ - - - START ASPHALT F zg-6> 0 3s , B R tipy��` \ ® 4 S \ Z ME _ _ 84 'DB 843 -„_T ~ �- T N __ � � Li EX;DIRT ROAD ..�. '-- NT g FOR DE'Tq�� � 9q 9 F A .� `\ O �o Y"67779 -►� - 28g 12- �� --- s �S LI F0 FOF a M I \�� �` _J ` PA Z (TYP) \�Rrs �R 6 664 a > C'j/ \ \ \ o CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD �- -- C1 183.99' 21'05'01" 500 00' 93.05' S86'06'30"E 182.95' C2 94.25' 90'00'00" 60.00' 60 00' N59'26'00"E 84 85' C3 93.98' 89'44'41" 60.00' 59 73' N30'26'20"W 84.66' C4 157.53' 9O'1519 100.00' 100 45' S59'33'40"W 141.74' C5 110.73' 12'41'19" 500.00' 55.59' N08'20'39"E 110.50' C6 36.18' 10'21'53" 200,00' 18.14' N00'51'01"W 36.13' C7 121,36' 69'32'02" 100.00' 69.42' N40'47'59"W 114.05' C8 125.86' 72'06'46" 100.00' 72.80' N68'22'37"E 117.72' C9 62.44' 17*53'14" 200.00' 1 31.48' N23*22'37"E 62.19' 6601 666 :3 O N r� S 84.02 31 '1�V 684 0) 0) ROY L. RUDOLPH, ET. AL. I5.00 P.I.N. 54-2-3 N LINE DIRECTION DISTANCE DB 754 / PG 904 L1 N83'20'59"E 67 27' L2 S75'34'00"E 489,26' L3 N14'26'00"E 60.59' L4 N75'18'41 "W 207.50' L5 S14'26'00"W 81.51' L6 S14'41'19"W 36.98' L7 S02'00'00"W 41.61' L8 N06'01'58"W 37.64' L9 S75'34'00"E 212.48' L10 S32'19'14"W 2.32' L11 N14'26'00"E 46.91' USE:VACANT t FRED L. GLAIZE, III P.I.N. 54-2-2 DB 790 / PG 347 USE:AGRICULTURAL ZONE:RP ZONE:RP STORM SEWER STRUCTURES O Prop, EW-1 15"0 Inv. Out = 650.20 © Prop. 15"0 ES-1 15"0 Inv. In = 651.70 © Prop. EW-6 (Modified) ® Prop. DI-3C, L=6' 24"0 Inv. In = 653.30 Top = 660.00 15"0 Inv. In = 654.05 15'0 Inv. Out = 655.00 O Prop, DI-36, L=6' ® Prop. DI-36, L=6' Top = 663.50 Top = 668.20 24' 0 Inv. In = 657.70 15' 0 Inv. Out = 663.20 15"0 Inv. In = 658.45 24"0 Inv. Out = 657.50 O Prop. DI-36, L=6' © Prop. DI-36, L=6' Top = 666.00 Top = 667.30 24' 0 Inv. In = 660.20 15"0 Inv. Out = 662.30 15"0 Inv. In = 660.95 24"0 Inv. Out = 660.00 O Prop. DI-3B, L=6' Top = 667.80 18"0 Inv. In = 662.30 24"0 Inv. Out = 661.80 © Prop. DI-38, L=8' ® Prop. DI-38, L=6' Top = 673.10 Top = 674.10 15"0 Inv. In = 667.35 15"0 Inv. Out = 669.10 15"0 Inv. In = 667.35 18"0 Inv. Out = 667.10 O Prop. DI-36, L=6' ® Prop. DI-1 Top = 674.30 Top = 671.75 12"0 Inv. In = 668.55 12'0 Inv. Out = 668.91 15"0 Inv. Out 668.30 o BROOKLAND HEIGHTS SECTION 3 P.I.N. INSERT 548 DB 688 / PG 305 USE:TOWNHOUSE ZONE:RP DELTA RA . ARC TAN. CHD 8X Cm C1 0222WO J010f' IASI' 67.J1' S 7li27'14-E 15tW' C2 22'O7tV * 150494' 61172' 311. N' N d2J'W & w 61 f.00' NOTES• 1 HORIZONTAL ORIENTATION IS BASED ON FINAL 50E01051ON PLAT DATED MARCH 28, 1996 BY GR£ENWAY. INC. AND RECORDED IN DEED BOOK 855 AT PAGE 1384. 2. VERTICAL L14TUM /S SASED ON PLAN DATED MARCH 22, 1996 BY DOVE AND ASSOCIATES. 3. INFORMATION SHOWN IS BASED ON AN ACT AL FIELD SURVEY COMPLETED APRIL 19, 1999. O GO .c0 CO 1RF 666 ' Y a+ O O It It 05 Ln Ln \ 8� R/WR ofte o L v m O L -C -C U IZ D 4)� cx � o� N O ABBREMATIO DEFINITI ^ rn Q BO BLOW OFF (FLUSHING HYDRANT) �V l CMP CORRUGATED METAL PIPE v FH FIRE HYDRANT GAS MIH GAS MANHOLE tiTH OF GLM GAS LINE MARKER �F,p Y/ GV GAS VALVE INV. INVERT �� RCP REINFORCED CONCRETE PIPE K O v 1&CM G. PANriTER a SANITARY MH SANITARY MANHOLE SLS. SPEED LIMIT SIGN No. 18260 TCB TR TELEPHONE CONTROL BOX TRANSFORMER BOA, TRB TELEPHONE RISER BOX ONALG TVRB TELEVISION RISER BOX WM WATER METER SURVEY: C. I.: WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE Marsh & Legge 2' WV WATER VALVE Land Surveyors IRF IRON ROD FOUND DRAWN: JOB NO.: TGP 9809016 40 0 40 120 SCALE: DATE: 1"=40.0' 07/18/99 Stake 1' = 40 - t SHEET: 9 30' PRESCRIPTIVE R/W TOP (6ti7 91) PF�O r.)SE D R/ W 0, VBE DEDICA i AC, x. 12''� Rt'P E FH - WE'`) 7_O_ C,O7 WpP _ _._---- �r--- -� Env, � F6 - 6.z�6 p /J �/ �•. �p T/yJ� T 71� MPH _._ - 1 1 tL RCP I -- - - _ r- will 7WORM \ - RADIN - II, 7A-- A__._ r Z` _ - - _ _ __� -�- - ,- to , i 6 HIGH - • 1 - _._-. Fl '"� ,-_ 'T11 F EUFFER - dam\ , j +��, .-= --� .- � , WOOD FENCE 67 � -Y --_7��l " 1t3JFF RTO PS Mu p KIN _ARE tp \ ... - 4 Acres / I - I 40` , _ l I 1 3 � � 11000 A�R S I -� tc 5 Min. 010 = cfs ,j - - - - --- - - _ y • V' �I r - t \ _- --- - - - _ - - _� , I �C A . Imo, �,, ` - �\ t".� ;� •' !ONC EPS TYP v 1 cfs \ _ ,� ' 4 r 50 a_4 Wig Trench l � \ _ ,, . N • A 00 j_ / I ` `'�. \ / l `,��^• % �� ` } Drain wi?h Cover L a � fY�`�I Tf�A� R� ) N TiAL � j i ( 1.0 Slope tr - r ( - ��, \ i I C=_!ND! )K UM BLDG. � C.UNDCIMI I BLC)�� gg J 1 . --� I ` I��' `� L D t- . - _� c, � . S i:.�ary , g h t . 5� i ' � ~`�',. ' Y � ;.' .� ja '\-�. \ � > -• m ; �. x I �' �-•. ....- I S t �. r , I `" ' I�CI _ - i _ its nits 1 I •I - B taC ! T-- / r , �1 , 1 _ - i- :M I l 1 M _ a �?t F F r , I L- N \ L)v Al _ ; ! - Cl_C Pr!I, i.JML�.0 i (� �,%116 9 , I . y �'1M,N'y ht � , ' '+ 1 i _ , a 7 5 I--f s�oo' F ?c1 GL� i - _� ! , AAA: 1.8393 Acre' I �` Z C1, PS MU l G'�.� C. = 0.70 N`PRt. P �I 'N: \�\ `', O•� C \ ! �, _F,7F1 40 ! r �- Gtc. I 4 tC. = 5 Mi �G rP . ,p �i �� ------ AREA=l TO PS MU -Prop. �;-.fey"4S J AREA-10i) S.F MAX, m I _ -, li'r �. Q �?� i Ri P 3iS Hl i r.� NrQ1 AEI 8.82 _ _ ... \ •� I %`� NEIGH-T=3J' MAX ` ,, \ \ �i . 1_ 1 �� - ICI _ :_�.CL.: x.� •� __ _ ��sy_ 1. �_ -;i / 'L _ V {PROPOSED SIGN WILL. CONFORM \ \ "- . '" GE r - _ u / IP r ! • I _ - ! WITH THE. REOUIREMENTS OF .)EC`TIr1N ?4. -1 �,..�.._ • p • . _ v`-r • yC__v! U 165 -30 OF THE FREDERICI C pLINj '` \ o .� •t j i RCP, r' AI {n fir, 8 \ h �� ~ i 8 T - 70NING ORDINANCE) �t _ ® 74' _. _..-- -- - - - - - a ,. Ir 1 A ti, } \\ O C. --At2\ t6 I a�8�_ P 1 _ _ .y �'" i>' .1 - � �` C/ Jf. .'(.-�,+-.-.... / �\\ a1�j \\ l:', • 'J COik� \� L 6 T TO PS MU 1 `'+ I --- _ -__ --- -- -________---_______..__., ._ __-__ _.._. _�_.__. _ __ _. __._. -- - 0 r _ 2 4 " �R �� � �, , Q . _ LIMITS OF CLEARING ....�.«' .l_ _ & GRADING -- ""�-\,r 5 �' BRU KLAND HEIGHTS b c N{ \\ 0 --- --2= - IP \I.N. iNSER T 54B I \ _ 7 _ _ - Fr I I 9' �SPOWNHOUS[ 6� 305 ."- To Ps Mu F--- • oa. i r _ - r °: i°=°, fi1L/li' ! .. M _ \� ___ _ . r_ 1� `� _ �. _. __ AN R -- i se - ONF:RP F -- - , �y� V X . _ T7, _ �. E: I V .: 6 5 ', I is • - - - • e `5'\ o0o i i i cd . - TO �- TO PS - 000 00000 _ - --- T >� RE Vic, \ ---.--FETE - '�. - .__ s i �; I� -�>Ttt.1, i �/ / -.---- 7�.�_l �\\ \ \ I U `\ )pE ID 111 i . =��- �, ,` �', \ �` ` • , r--.) N C) �t<�� I-, i_�) „ 0.4966 Acres B L�G . �� /r) Ps Mu c 0.70 -_ r' \ j� s c'> \ V-A. �06 ACT' __..�r/�I It.:, r c = 5 Min. •��� ti //�� ` �1�`p'�' E' � �• \� �•:` _> tc Min. � � �cF � __ ____ _ _ _© 2.38 cfs F, .��_ _ � \ � .`~. � ._ .__ •. � __ �:�_ __--_ -�..� _._. r r - wNC. `:,TES' f 0 45 cfs ` a� L / (! . �'� ,��\ 1 _- , _..,._ • � ,l �.\ �`! r� / � . 10 8.97 Cf a� �..,, t. _ _,•� t -� t 6�'`� < _ ,� NUTL `c} � ()1 A FCi ��} �` r_-L , r' ��1,.�^`'� b� �\ `� �'\ � `~�A _ L._.__.J 1--='�-�-i_.-_VL _. � ��( .� �''�., ,_-A ',Ar,��`.�/ ,� - '-•--�- .�. vim" _... �•-�.�1 Ft ._..6`_,' TO PS MU 03 1 / HDCP RAMPS MA)' BE „ , •�� ?' �1 �4. �� '�i� ��Jb�d - - r REOLIIRED AS DETERMINED ' = �._ \� --- _ _ 2 UOE- BY VG(yT IN`,PEC'T,�t. � �, �_ --,� \ ., �,;�. � ',!g � '� `I - - \ _ SA ENTERPFIS[ ' n E,73-3r n \ _ _ _ r � � \ __.-• 1 �ri1 �' i_.L)N� TRFNhH 1 �� - .i.N. 54- - ( \ DB 855 / Nt,, 1384 PA K.IN AREA -. d, i` 1�? 1� ' iS :MULTI --FAMILY RESID IvTIAI- ! • �, ,ter_- I_ _ _ _ -� - �- - -- - ~_ _ _ - "\ \� T f 9ht -`�. n,r c.. �• \ J� TO PS MU C �► .� _ _. `\(� END CONCRETE �\ END ETE/v w J V START ASPHALT PA' t { E' q h .... -�,,7q CON � •+ � *�� / \ � � � `` � C T N -- _..� 5-�-' .` ..__��... �' START ASP ALT C 0 - - - _ F, h N �j 7 • w • _ } I V 1 TO PS MU _ - 2 7�.01 c10 _ -1 W Q'W .. l i -� J ., I - G8 � 64y � -� _ rrr ` 84 ' >.x__ CLEARING LIMITS OF �- -- TO r: w <`'rs cl��oEa� ( do GRADING `"" " _ AREA: 0.7018 Acres I \\ _��I c ¢, ` , c '%t �` M r r l i 0.70 f �-Ac 5--Min. al = 3.37 cfs AREA. 1.4725 Acres . \ ' I LIMITS OF CLEARING 1 c=0.70 \ -� do GRADING �.� •. tc 5 Min. s� �, - Q10 = 7.06 cfs ' �, � � --- _ .�, �_, _ _�- �, • J aa _ � ROY L. RUDOLPH, ET Al - -- _ - -- t.) ` P.I.N. 54--2-- 3 �_- / / DB 754 PG 9IJ4 .I , - U::E:VACANT III �o \ �_.- LONE-P t k L L �Lkl k_, / P. ! N . �i 4 . • • • ��� • • � . . .� • • � � �� � • .���.r � � �s 1 1 �t 1 1 i 1 1 D8 790 ! PC 'M ;EWER STRUCTURE'S �� it.-r-T. I Ic c q�>Rfil ll�i l !F'41. � , ,)Nt F _ -� 15"o Inv Out = 650. O AREA: 12.0272 Acres 0 F r OP 15 o E S--1 -►-"• • - IL 15"o Inv In. 651.70 `_~• �� c pre = 0.30 Ct, Prop EW--6 (Modified) Prop. DI-3C, L='6' BROOK.LAND HEIGHTS �''�•.��' -__�I tc : 5 Min. 24"0 Inv. in = 65.3.30 Tor.) = 660.0,0 SECTION 3 � 0 Inv. In = 654.05 154 Inv. Out = 655.00 P.I.N. #NSERT 548 Q10 7.06 cfs " 1' 1'-6"-'j ( Prop. DI-38, L=6' Prop, DI-38. L=6' DB 688 / PG 305 EROSION & SEDIMENT CONTROL KEY - 66.3.5a . op 668.10 USETOWNHOUSE 24 it Inv In = 657 70 15"o Inv Out = 663 90 A�RRpiIATIAM FINITIQN 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE ItImisek-9,310,35 o 3.09 SILT FENCE (SF ) 3.07 STORM DRAIN INLET PROTECTION IP 3.13 TEMPORARY SEDIMENT TRAP O 3.18 OUTLET PROTECTION O •.�;:+�:;:: °••° %•° ii 3.12 RIPRAP RR 3.20 ROCK CHECK DAMS 3.30 TOPSOIUNG TO TO 3.32 PERMANENT SEEDING PS 3.35 MULCHING Q _ r 1 n 15"m Inv. In = 65ES•45 4 ZONE:RP - BO 81.OW OFF (FLUSHING HYDRANT) 14" 0 Inv. 657,50 CMP CORRUGATED METAL PIPE DIRECTION OF FLOW - Q Prop. DI-3B, L=6' c Prop, Di-3B, L=6' FH FIRE. HYDRANT To666,00 Top = 66'7 30 GAS MH GAS MANHOLE tv 24"0 Inv in = fi60.20 15"0 Inv. Out = 662,30 GLM WU E.INE MARKER 15"0 Inv, In = 660.'15 rn 24`0 Inv. Out = 660,00 GV GAS VALVE INV. INVERT rF'� Prop. DI-38, L=6 RCP REINFORCFD CONCRETE PIPE Tr_,p = F67.80 r SANITARY MH SANITARY MANHOLE I w Inv. In = Dr.)z,3J 24"0 Inv Out = 661.80 Prop. DI-38, L==8' O Prop. DI - 38. L=6' _ C1 DE'L TA 0a''2232" _ RAO. 3239.04' ARC TAN'- 7 1,34.>71'- 67,3 7 ' Crlc >. 6FG c'HC1. :> 76-27�14" E 1,J4.60 C2- 22'07 06" � 1594.94 'Y _ 615.72 " .311.74 ' N 65'?3 '; 5"W t;1 !, 9G' ' SLS. SPEED LIMIT SIGN TCB TELEPHONE CONTROL BOX TR TRANSFORMER ILTER CLOTH ORIGINAL GROUND Top = 673.10 Top = 674. 10 TRB TELEPHONE RISER BOX ELEVATION 15'0 Inv. In = 667.35 15"0 Inv. Out = 6159.10 -~ - _ __ --- -� � TVRB TELEVISION RISER BOX COARSE AGGREGATE''* 1',"o Inv, In '= 667 35 CLASS I RIP -RAP 1 u'CA Inv. (lUt = 667. 10 NOT _4 WM WATER METER wPP WOOD POWER POLE ji) Prop Di--38, L-6` Prop. DI-1 1. HORIZO AL ORIENTATION IS 61ASE0 ON FINAL SU6'0114190N PLAT J4rC 1 WTP WOO TELEPHONE POLE **COARSE AGGREGATE SHALL BE VDOT #3, N357, OR /5 } `' Top = 674.30 Top - 671 75 MARCH 28,, 1996 LAY GRiENIVA): INC AND RE'C'ORDED IN L%Fn BOOK 8'_5.5 AT wV WATER VALVE 1 a'�e "v Inv. in = 668.55 12"0 Inv. Out = 668.91 PAGE- 1384, iRF IRON ROD FOLIND TEMPORARY ROCK DAM 1 i, Inv- Out = 668.30 2. Vi-PTICAf DATUM 15 &SfL% ON PLAN OAT(Ll QARCN 22, 1.99E 67' DOVF IN SWIM POND AND ASSOCIATES. 3. INFORMRrION SHOWN JS 8ASE0 ON AN Af':'✓AL FIELG1 5b9;4f_'' COMPt.E71? N.T.S. 40 0 40 Scale 1" = 40 f t J) h- c� O O 0 O 0 L) C-i V y z z v� z W 4,-I LaJ LO ( 7 Q b X � 9 Z � O U IU a y Z W Z � � 2E W Q I) W J O V V Z O Z W 3 Q 0 Q cy- ac 0 0 Z N N Z Y p > O O--�Y Q - � V Z Z VV) W W W cc UJI .4 L a W O J � Y - W Z w N V a� > o �O (y)0) N LO Ln N I I N N N CV W -Y a Y•a) OO 0 U L It I. m a 0 -C CL 7 U N x O ,C ID © in � h LL- Q N a o a o���PLT H OF yl�c o4 " TMIiM G. PAIKI R 9 No. 18260 W �oA�sslG��w ONAL SURVEY: C.I.: Marsh & Legge Land Surveyors DRAWN: JOB NO.: TGP 9809016 120 SCALE: DATE: 1"=40.0 07/18/99 SHEET: 5/9 r „• , „•,,�r.,,� L, 12" 0 R PP W�- ---- -- - -- -- ----_- - - -- -- --- -- ` N 14 441,2 E S 75 18'41 " 35.00 ' -, APPRbX. OCATION OF----___ / /` EX. G77/- �+S LIB (TO BE �' / �' FIELD VER IED W/ 1711 -_ _ A TEST P ) a CZ 6 --' 1 S 732200$" _ �,>�i�i i�► �i�i�i�i�iA'► _ _ _ J 40' BUFFEF ,� )t Alb u ' 1 er IGHT' ✓V. 54-2- 1 37.g2 n TYP) 40' BUF R E�_L ` C P TELEX Tro sitio�N N +_ _ r E� 800 -- IV P G 11.000 ACR �S Pt, LLJ IV JO-� , _ -- 80' R L _- - a- �aAlb NOTE: PROP. SIGN: AREA= 100 S.F MAX. HEIGHT=35' MAX. (PROPOSED SIGN WILL CONFORM WITH THE REQUIREMENTS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE) / / * NOTE: �O CG-12 HDCP RAMPS MAY BE REQUIRED AS DETERMINED BY VDOT INSPECTOR j 100 APPROX. LOCATION OF EX. GAS STUB (TO BE FIELD VERIFIED W/ A TEST PIT) N 06'01 '58 " W co 2.40 ' S 84'02'31If 684 5.00 ' PLANT LIST SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE REMARKS 65 JAPANESE ZELKOVA ZELKOVA SERRATA 2 -2.5 CALIPER NOTE L1 24 LEGACY ACER SACCHARUM "LEGACY" 2"-2,5" NOTE L1 SUGAR MAPLE CALIPER 142 ORIENTAL THUJA 4' TALL 5' O.C. ARBORVITAE ORIENTALIS 42 FLOWERING CHAENOMELES 4' TALL 5' O.C. QUINCE SPECIOSA 28 BORDER FORSYTHIA 4' TALL 4' O.C. FORSYTHIA INTERMEDIA O 71 ANGLOJAP TAXUS X 3' TALL 3' O.C. YEW MEDIA NOTE L1: CALIPER MEASURED 1' ABOVE GRADE AT TIME OF PLANTING 682 ROY L. RUDOL PH, F' P.I.N 54-2- 3 i)B 754 1 P(, 904 SE ^,'ACANT t1PJE'�'4' PROPOSED R/W = 0.477 AC. TO BE DEDICATED TO VDOT iR Ai �. t _ DER. GV CONNECTION TO 676 EX, WATERLINE , REMOVE PLUG ek T.B. AND MAKE (END CONST UCTION WR 20+83. R 6� � 6j2 Q J` or 0 N La L N O w w W w O v d _ a 0 Ln w W ,r V Q Q 0 •„ rn j Q o O Z W J � � C Z O U � � Z O � � Z 2 G Z � Z w O U 0 z 3 Q IY 0 1\LJ-l�J v� �LH 4tj I LLJ _ OMI MUM BLDG. `>Z�'� --- H � AN, �T - 3 Sto �35 PROF'. , 12 Uniso aR I v= J 6 F.F.mJ668.50 c�`� r o - F L.�' N V Z CIV GE E- - WAI K 6s8 0 a - +cG o 30N A Z m ENCH ® j \_ W � 1 ' I,-., j��. _ St �y F � O W y9h �o �F 5 �.�\ I V F= N W Lj • ` \ N;� Oti 1C, W 4� ST ALT �> Tq9 & I I W O RS IFS Y -I RL' O B� 'fir • �i ��� U N O U 9gReFE pF O S 67 (TYP) cU R/(T44 00 ` I • 666 j O N rn N In In � - •N L �0 cD V) a O cD A �� STORM SEWER ��,Th'I �s�' i i-IRE_ A 666 U L d CJ Prop. EW-1 �Lf). 15 `0 Inv. Out 650.20 G174�F V� p L Prop 15"0 ES-1 LV LJ m t 5"o Inv In = 6 ; 1 '0 v a .c L Pro Ew-C (Modified) ` 0 :.- r, D U a;�IAN� HE-IGH U 24"0 Inv In ( 653.30 �Top F = 660 Ui) SECTION 3 O ,_ O 15"0 In.. in b54.0`, 15'o !n� 00 H,St; d P .I.N. INSERT 54EI (l) Prop LI--38, (. -=6 �� Prop 38, I.=6 08 688 Q ',' PG 305 N Top == 663.50 Top 668.20 U )E:TOWNHOUSE Q O 24"0 Inv In = 65'.70 15"0 Inv Clut = 6F 5.2Cf ZONE.RF 15'4 Inv In = 658.45 24"0 Inv. Out = 657 50 C E Prop. DI-36, L=6' (0 Prop. DI-3B, L=6 -� Top == 666.00 Top = 667.30 .20 1)"0 Inv. Out = 662.30 ���PLTH OF 1, 15"0 Inv In = 660 2.4"o Inv. Out - 660 00 O G� �-� Teo) > DI 7L=6' TIMOTHY Q PAINTER 9 Top = 667.80 18"o Inv. In = 662.30 No. 18260 nv, 24"0 I, Out = 661 80 DELTA PAD. ARC TAN. CND. BRG. CHD. 4 Prop. DI-3B, l=8' �JPro p1-38, L=6' Cl 02.22 52 " 3239.04 ' 134.61 ' 67 31 ' S 76727'14 " E 134.60' =6710 To,p,674.10 C2 22'0706" 1594.94' 615.72' 3If. 74' N 652355" W 611.90' ADOk 15'oIn.667.35 Inv. 669.10 IONAL 15"0 Inv. in = 667.35 18"0 Inv. Out = 667.10 ? wp �y wP� w: SURVEY: C.I.: \n Prop. 0I--38, L=6' Prop, DI-- 1 1. HORIZONTAL ORIENTATION 15 SASFO ON F/NAC SUBDMSION PLAT DATEO WTP iHir.Marsh & Legge 2' Top = 674,30 Top = 671.75 MARCH 28, 1996 BY GREENWAY, INC. AND RECORDED /N p£EL) BtX* 85.5 AT ON WATLW VALVI: Land Surveyors 12' o Inv. in = 668.55 t 2"m tnv. Out = 668.91 AAvE 1384 !RF IRON ROD 15"0 Inv. Out = 668.30 2 VERTICAL L14TUM IS PASCO ON PLAN GATED MARCH 2? 1996 BY COVE" AND ASSOCIATES DRAWN: JOB NO.: INFORMATION S140WIV IS BAS£D Oti AN AC'rUk FICt O SURIAEi COMA'[ £TED T G P 9 809 016 APft 19, 1999. 40 0 40 120 SCALE: DATE: 1"=40.0' 07/18/99 Scale 1' - 40 .Ft SHEET: 6 WATERLINE PROFILE SCALES: (H) 1" =50.0' NT-i-W 5.0 - - - -- - -- ---- --- --- ---- -___._ - EXISTING GRADE - -- -- -- --- - ROPOSED GRAD 665 - _-.---- 1000, ----- --- 665 SEW. - -- ____ - ----- --STM. SEW. ., ---- - - -. _ - ---- --- - CLEAR __ --- --- - -�----.__ __ _ __ --- - - -- --_--- ------ - -- -------- --- -_. --- -- ------- ------- -_- - _ - 660 SAN. SEW. MIN. AR .. __-- ._ _.. - 1000_ 660 18 C MIN. -- ___ _.___. -._____- __.__-__-- ---------. _ _._-_.____ 655 - - _ _ ---- _ _ . PROP . 8 "� Pv - - SEW. -- --- - --- -_ ----- -- __ SAN.1 _ - - 655 - - N - ----- ---- _- _ ___ - - SEW. - -- - - -- _ _--------- -- _._ --------- _._____ _ __ -- - _ _---- -- - - ----- 650 J O_..------ WATER LINE -- - _ . _. PROP. 8" 0 ---WATER PVC. O Z- - . 650 +C QQ -1010 LINE _ J W OVC Y J W W J w - W - - -_ -- _- -- W = W J W W O --W _ -•m _ __ m m W O O Y J W tJJ J -- ^ W z Q (n O t W. a: x " 00 x a- x CL _- .. W a _ x a -- _ _ __ . _ .. x r- _.._ �- _. x a W � a _._ Z O z ,� W (L - - x a- J ' z -_ Z f- 14tz -- - - W Z O_. Q f (!1 a a. Q O J F- W p Q.Q 2 O W. N tL O _- - - DD 00 O W J Ui O (Y --------- -- cr_ O ch O - - 47 ©� J LJ fl x Li dOC) L� _ O 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 FIRE LINE "A" PROFILE SCALES: (H) 1" =50.0' 665 PROPOSED GRADE - 665 660 EXISTING - GRADE MIN. ----- ---- - - -- ---- 660 --- - 655 STM.- -- SEW. _ ._-- - - __655. _.-_ T 650 _c6_ 650 - SCH. ATER LINE 1 � W LAI lD a_LJ F- _ --.. W Z x W co -M _ ---- - -- _ _ x II -+ - lt w a co + a_ 10+00 11 +00 LINE "A" SANITARY SEWER PROFILE SCALES: (H) 1 " =50.0' -PROPOSED GRADE GRADE EXISTING ---- ----- ----- 665 -- - - ___- - _------- ---- 665 18 STM 655 PROP. -_7_42'_-6"co - 655 - - _ SAN. 3EW.-® 2.039 __,_ !` __- _____-- ---__-___-. W Z O --_ O '00 �p0 A0- ---- W ____- o +wwc# Q - -tom-- - -- CL N -- -- �. C° �-- ---- -----_.. ------ __ - V) - a II + 0Z 10+00 11 +00 LINE "B" SANITARY SEWER PROFILE SCALES: (H) 1" =50.0' 665 _. PROPOSED 665 GR DE-- -- ------ -_^ 660. EXISTING GRADE 660 655 .._ . _ _.. 24" ST04 _ ___._______. 655 _._ _ 650 W/L - 650 -_PROP. 1 SAN. SEW, 703'-6"0 S 0 2.78% R-35 ----- _r- W O -- +- - > .W a 10+00 11 +00 Lw.rlrr .a.n..k 1"d1 r.wlra■w" bw uWYuoed e.frf - TYPICAL SFCTQN TFF WYE OR PLLJQ N 1.0 at WWd b^^►V r."illy be WMFP.d wnn •arnM IWti -Me- py■ ..fed 1r o 09 yawed al mnp• W y wrlourW Ir . 1 r min 1.a- "..all. pq ti rrly .W .e.rw wdlwrked .all The 6.w.w d•n•k••�• is Mp-1-6..x6.d .ai .hY f.m.ln Y .f1aWn. :0. 9" . t r inn k, 12' r- 20' Pk- .e. dWl W1o" for A. B. C d.Irnwn. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS P1pd pd. Pkp., Wye'i T.ta6M1 11 114• WW 22 trr 46• OW W Bends A B C A C A 8 C r 1'-T 0'4r V-3' a-ir 0•-0' V-9' 1'•3' W-V 1'-r r 1•-3• a-r 1'-9- 0•-r 0•-9- 0•-r 1'4• 0•-r T-r 10• V-r a-r r-r V-0• 0••9- 1'1• V-r a•r 7-r tr 1'•r 1' r 74• 1'-7 1 •o• 1' e' r-0' V0 3••0• 14• Fr 1'•0' 3_0• 1'•3* 1•-o• Fe" Fr 1•-0• 4'•a• 16' r•r 1•-c' 3.4e 1•4• 1'-r r-0• r-r t'-r 4'-e' I r•r 1's' 3'-0' 1'-0' 1'•r 2'-0• i 3'-0- 1 ••r 4•-r 20' r•r 11a' 61-0• a' RdT.�1s;Irb THRUST BLOCKS FOR VERTICAL UP BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS ■W. n rod, a.. ronp..ld .fnbedd"d n (Lfx "1.-1 b,od,. LFITTING• C�)F pan A17F Nn AnrA FURFnuFM fr / 1E65 6 2 30- 1,•.20- 1 2 36- FRTm UME OF THRUST BLOCK IN CU. YD. SIZE11-ty4' 221Q' 46• 1 9V_ r 1.3 r l.t 2.3 tD' 1.6 3.7 12, 1.2 2.6 6.6 14• 0.6 t7 3.0 7.6 16• OA 2.3 5.1 Is, 1_4 32 C3 20. 2.2 4.5 7,111 - CONCRETE THRUST BLOCKING Figure 2 cost ink place access door, cienlered in top (see note 1) - varies �2' mox. at property line (see note 2) Ford FC HH 77 IIC- 158 2" custom setter (meter by FCSA) standard flat top far 4' diameter manhole finished grade roadway box E 3' riser section 2" type K copper for 4' diameter tubing (n0 joints manhole from main to with cutouts curb stop) \.` \-saddle wilh / INIIIIIIIIII I' GGIpJrahJfl ,Il slop solid support blocks water under custom setter main ball valve curb stop- 6" stone bedding with FIP ends, with 2" gate valve operating _nut ' NOTES: I l Access door shall be by Holliday Products or our approved equal. a) in non -traffic oleo - model no. SIR3030 b) in traffic area - model no. HIR2424 2. Water service crossing street shall be encased in 6" dia. 50140 PVC or SDR21 piping The CUTOUT DETAIL typical piping shall run from one foot beyond sidewalk. across file street, to one fool beyond sidewalk i 1 1 /2" arnd 2" METER INSTALLATION Figure 6 AMENIDMENT NO. 2 - APRIL 1997 AMENIOMENT NO. 3 - OCTOBER 1998 concrete pad V-6" sq.x 6" screw type --- adjustable valvee box r• locator peg II H megallugs 1 18" to 24" _thrust block thrust block tranich width as rrequired 36" min. valve megalug to main - - megauuc - 8"x 8"x 16" sokd block (for valves 12" and larger) GATE VALVE Figure 8 6' dia. schedule 40 - steel pope tilled with concrete and painted yellow 16' d1a concrete direction of selling to be approved prior to installation ---as required - concrete pad V-6' sq x 6' deep 2" min - 6" max. ! screw type r� s l sc- FIRE HYDRANT ASSEMBLY Figure 9 starts to be mininwm adjustable � valve box of 6' above top of base � NEW I 0, W x�N CL > Q p O a V � 11` V 0 Z 41d N czo O .J CL F- U Z Q 3 Z Q V • M Z [' I• O_Y CX Q V ZOZMLLJ U O Ad I- I--- N W �Waa� �N� a. O �W W Z a �Q= U CL >_ w N V ,*,PLT11 0 LJ� i lllilOM . PAMt1ER a Ne 18260 4. ' ��o �L/ra•%f �ww G �`SS10NAL - locator peg SURVEY: C.1.: Marsh & Legge N/A Land Surveyors DRAWN: JOB NO. TGP 980901 mechanical pint SCALE: DATE: AS SHOWN 07/18/99 swivel tee with 6' branch SHEET: 8/9 ALTERNATE END -SECTION 12"- 60" PIPE r.e e.a we WAW ee -,erase -sager ate anWelt ow- wcaete _ Concrete to be ----- --- J E 4000 PSI Mtn ------------ PLAN PLAN C - --- 13 -- I I e.� ' ' s+b I T A i-D ----I I-----E - --i SECTION x-X END VIEW 302 END -SECTION 12"-60" PIPE on octet e,a. WI_ END -SECTION OedE14SpN5 --- DY1M. A 8 C D E If 4" 7_O. Y-d 4-d I z•o' Ir 9" TY I.-Ir 4- -d 24 5-'r z-6" C-I' 4'-0" 3W 1'-0" 4-6" 1'-7 6-I 5-0" 36 I' - 3" 5 3" 2' IO ` 8 I " 6 0" 42" 1- 9" 5- 3" Y I r ,r za" 6 rz ro" ji-gl-0 Conaete to be 4000 PSI Min -- C -- e s - -7 q" A - D SECTION x-X END VIEW jf••!C.1� t=1•t�t•1•�� �� �r t!71�EANE41PMMR its � S•11 �m mlwwmr- 1130WAMWWi]Ilff iFWMWir-A �r•11��:,ic��l�ss�r��i E: �1l�iiE���•:Yet9QL:71f1[�91' CAE �I mwAwjmmuEd IEd�E•��i�1���C)ll��idi . • �aSi�E �t�]d�litl�•il �c e - NOTE PW Wgft ,Iwen on stele on bases en Eade.elMe rM N she Wt. N Ne cwMaele/ ercte �eW"•rt _ -_ _ _ la use M OP&O M 4IMM Melva on r - Ile nM•.MaeMta so be Nevow M b eNlwts . ebeeReee b•. SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT of TRANSPORTATION Notes: "H"moy be reduced until "x" reoches a minimum of 4"where endwall s W bW**d In M a treopt when a conflict tlmh EW-I IA would protrude above shoulder line In no case snail top of end- heart or ••�'� sem. wall project above fill slope, ditch slope, or shoulder �,« •thee M nptbsd an ih h•sewae •t ma urW end of the This dam they be precast or cost m piece. @W-* dPIss eM tlow s1Nwe the well a 1. All cd a eleee r4ftefals d be Glees A3. For precast See Sheet i01.02 This tiltliUsd to be, Iced with 0 000 crossings and oil skews (0' 1o41Y1. FAM111•'W at the outlet end of th. cu Merr met, be either squen - L e4e or bevel oft.. Shape to be bev*Wd N---A-'1 3 wNh minter p X.. be � •d i Y. ' � a ✓ - - \ \ ( Rot. 1i I, ;i ii N G - ITIMI Do r,ol b-M a,r.rr FRONT ELEVATION -C -'� INN: On shallow file, where endvlolls are I' el or less below AWW lit*, the END ELEVATION Np d the 0*0011 shall be constructed parallel to the rob of the rood. a. t,26 ±/bar die tAtor br •I tow diplimer EW-I EW-IA ENDWALL FOR ELLIPTICAL PIPE DIAMETER OF PIPE CULVERT --� SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) ENDWALL FOR CIRCULAR PIPE 12` 1 15" 1 18' 21'arOr ?tr 3clworw A - ' 0'-8` 1 O'-Jr d-41' 1'-Or ' 1-7 C I - 4 1'-7• 1'-� 2- 2'-6" a-9• D 1'- 0' 1 -3 I'-ir -0 2-6" F 0'-6• 0'-8" d-8' OL 9• d-Ir i Ow N 2'-3" 2-11 3-e 3-ge 4'-3' 4-9' L 4'-0• 5'-0 8' 0' 8'-0 ICI 0' 12-0• e D -r o -r 0'•I 1/r D •3 iY 4' 7♦ 1/21 b 0•-11/4• O'•11/.r0'-1 1/2-:1 0'•r o'-2 yr 0'-3• CU. YDS. CONCRETE CW-FtTeO.241 10.492 10.697 1 1319 2067 2947 Ci1l 1 0.257 0,521 SPECIFIGATIC REFERENCE 105.04 302 NOTE: CONTRA( HYDROSE AREAS C OF THEIF (2) UPRI( TREES OF TO BE Gl TREE WR, RUBBER 2"x2" HAI 2 PER TR I 12 GAUGE WIRE-DOL DO NOT C 3" MULCH 3" SAUCE EXISTING BLACK CC SOIL MIX COMPA TREE F UPRIGI- FIRM B REMOV ROPE F rum rrvv i MALL. 0739 1.398 z.ree 3.I4s CU. YDS. CONCRETE ICW-Pgel 0502 OW5 712367s00 811 STANDARD ENDWALL FOR PIPE CULVERTS VIRGINIA DEPARTMENT TRANSPOR✓TATION TREE PLANTING SECTION N.T.S. MIN. PITCHING DISTANCE 40--0- "CKSTOP b I RAISED FOUL LINE 2' O" •: Zn o - 0I" DIA. STEEL 10 I' Box TURF PEG. I'-O" HIGH SOx h iD b° o o in I CONCRETE WALK _ I n'-o" 34.-0.. I' O" •-o' 50'-0" 1 PITCHING DISTANCE : 40' FOR MEN 50' FOR WOMEN AND BOYS UNDER iG HORSESHOES 15"0 ES-1 15"0 Inv. In 651.70 STORM WATER MANAGEMENT POND OUTLET DETAIL N. T. S. 'M074.92-15"2.% PLAN 74.92'-15"0 RCP, CL. III 0 2.00%- TOP BERM 660.50 100 YEAR W.S.E. 658.99 3 10' 3 � 10 YEAR W.S.E. 656.96 2 YEAR W.S.E. _ , 55.98 1 F- �1 tL - EW-6 Auk' Chem0w OW be provided on M agw-d eeew. It SPECIFIGATIC REFERENCE 105.04 302 NOTE: CONTRA( HYDROSE AREAS C OF THEIF (2) UPRI( TREES OF TO BE Gl TREE WR, RUBBER 2"x2" HAI 2 PER TR I 12 GAUGE WIRE-DOL DO NOT C 3" MULCH 3" SAUCE EXISTING BLACK CC SOIL MIX COMPA TREE F UPRIGI- FIRM B REMOV ROPE F rum rrvv i MALL. 0739 1.398 z.ree 3.I4s CU. YDS. CONCRETE ICW-Pgel 0502 OW5 712367s00 811 STANDARD ENDWALL FOR PIPE CULVERTS VIRGINIA DEPARTMENT TRANSPOR✓TATION TREE PLANTING SECTION N.T.S. MIN. PITCHING DISTANCE 40--0- "CKSTOP b I RAISED FOUL LINE 2' O" •: Zn o - 0I" DIA. STEEL 10 I' Box TURF PEG. I'-O" HIGH SOx h iD b° o o in I CONCRETE WALK _ I n'-o" 34.-0.. I' O" •-o' 50'-0" 1 PITCHING DISTANCE : 40' FOR MEN 50' FOR WOMEN AND BOYS UNDER iG HORSESHOES 15"0 ES-1 15"0 Inv. In 651.70 STORM WATER MANAGEMENT POND OUTLET DETAIL N. T. S. 'M074.92-15"2.% PLAN 74.92'-15"0 RCP, CL. III 0 2.00%- TOP BERM 660.50 100 YEAR W.S.E. 658.99 3 10' 3 � 10 YEAR W.S.E. 656.96 2 YEAR W.S.E. _ , 55.98 1 F- �1 tL - EW-6 Auk' Chem0w OW be provided on M agw-d eeew. It Do rot bevel invert FRONT ELEVATION SIDE ELEVATION Thts SW b be used wdh straight crossings Hewwae to be AieveNd it AN new seraph Note. On %dftr fie, lsltare endwalls are COT less and show, angles to 15•. ,Move a conflict welt inert or wlinlg, occur_ below sAalWer No, the top of the endwoll AN tat in piece Concrete to be Chose A3. shall be cortslneded parallel to the grade For protest Sea Sleet 101.12, ar 1.2V.Ifoot teemeer of the rood. br 1'/foot AenMer Ouonlihn glen are for one end oil This deco may be precast or cost in place. All dwwookm not given in robN In no one do to of artdaoN project above WWells for seene sip of DIW" end fig slope, dkh slop or ti+aisder FOR CORRUGATED METAL PIPE Dan.W D Of c,a $ - - 6 L ee rails oneOle Deree 1.0"I nar.M ocean Far Ad*#Mnei • b 1PON 2. 1'-7' 9-0' 7-T' 0344 aoBT o-2• 0'-11N' 15. (-lip 2-61 6-tlF 0.696 ens a-2 0-t t/4 is' V-4' 3-d Of-4' 0,9fl0 a241 o'-21f2. Ill lIr 24' V- 1' 4-0. [(-1* I IA40 0442 o'-3• 0'-2- 27"aW S-ld 5-d 17-Io' 2A68 aero 0"A' a•21rr 36• 4-Y 5-d le'-7' 4.07e 1 OA31 O'•41/r 0.3 Bevel edge a required on the he•dwle0 at the Wet end of the Culvert ( where the lbw enters the cuI- 1. Headwall at the outlet end of the culvert may be oi*w square edge or bevel adtle. SPECIFIGA ION STANDARD ENDWALLS FQR MULTIPLE PIPE CULVERTS REFERENCE 12- 36" PIPE 302 IO2 VIRGINIA DEPARTMENT N ----.--- - TRANSPORTATION a LAWN - MULCHEI SHRUBS PERENNI PREPARED BED WITH FINE MULCH - MOUND PERENP 2"-3" HIGHER THAN SUR 0 4" DEPTH FINE HARDWOOD BARK MULCH TO BE MIN NUGGETS, OR SIMULAR, PLACED MULCHING OF PREPARED ANNUAL/PERENNIAL BED WITHIN SHRUB BED SECTION 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 AROU, ROOT BAIL. SCARIFY ROOTS C,. , BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION N.T.S APPROX. EX. GROUND PROFILE 15"0 ES-1 15"0 Inv. Out 650.20 SEPARATION I 0 TRIANGLE O m DEAD I m r r m m 0 Ll NES m D 0 LLIMITS - -- - - - - - -- - - - -BASE '_INE/- - AMERI :AN SHUFFLEBOARD p n 2x4 TOP RA 1 x6 BOARD, FRONT & BI TOE NAIL E� W/2-8d(EA, 2x4 MID RAI 8'-4x4 POS 2x4 BOT. R) ATTACH RAII W/3-1 Od(EA 12" DIA. PO'. FILL W/CONI ALL LUMbtK I U bt F>KtJJUKt I KLA I tU YLLLUW NINL NU. Z. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. WHERE FENCE IS LOCATED ON PROPOSED RETAINING WALL, USE 3" DIA. STEEL POSTS & ATTACH TO WALL WITH PL 1/2"x8"x8" AND 4-3/4" DIA. x 6" HILTI BOLTS. CONSTRUCT (2) 4' GATES SIMILAR. PROVIDE GATE LATCH. THIS DETAIL SHALL BE USED FOR THE LANDSCAPE FENCE AND THE GATES AND ENCLOSURES FOR THE DUMPSTER PADS. Cc -of r'�r- rear c✓0 ae.n---I--- 10 0 N Ilia toura W �/eAle,.M tw . eaRw l ✓reran CIljj-- rl.rr tea+.Naa cwarn/m JrN-___ _- SA a v'a'Liar__ Par Un CG� vrrs,n SIe.,..,, Cr Sian.aa soonrr. r/INrr,aaw�CNulP U. col1i TrPCA( ALTERNATE NADAL PLAN -�sd I -e'O -1 1---6- larr USE AT APPtKABLE STREET s CB r • ItK coNNEcrovs AND commEnclAt •!> ce.wroaN EN104n, W„iw,a arcreh ENTRANCES. tl✓f Tdrlc NYkIJNN )RADIAL PLAN cis 13 ,n,✓TOJA Ate- �SLRd� Jer.laNa. 'Id Lwow 4 sNaref r ^• ' $O00 6 •� sAv IIv N.Nw. A ---' TANGENT PLAN s'o scwt IRK r,e w •T-r,ra Tra. CGJ CG-T b vale. NOTES /ti Tle,roR MN 4 10 Aw*k,. C✓/ ray /m Nat _11 A Cal M ItAva, A l n yeah, nl rn NlOraa6,PN Inn e ,.r//eer►e OeNraMla rr/Wq outn tp..rl,y Ile NINs rApA ✓ MI cM,p Ihn k / • •L Iriin b raltV ✓/r N/(✓ rclrr. I l2i JNO. rrlrlsnr twl fn 4 Tie /J.•pafN N Tra.C6.A la. T'V ..1 /N✓ae Rey Jiea errA✓. . a.ssfa.or llellb NrIaW a an a,yyA, .aV apda r CG a •JJx ee.. -- a - l ww 'is ✓ avre 11 qa N M a .0 -we" " -,,A I~ I- ., r .Uro yr. . • - I NelMA1 pRINK,fw i✓�wN►/eP%[N eIA If �MaY. Aver gel4 railtl (I Mrr arJ N Ilr N/sI✓te /Yr.0 I sown JM M a✓ n roe„ d1r aevwr d P•a.r /aqr (m.hs.✓ err✓. sroN N Oil" Aa. SECTION A -A TN. nth a o•Muh>N era rr o x +eS , IAKtl aver. a eeAW acre Nn apN ✓ a. wore rsvD N can In o,.n IMr, ahe-etwFn d ,aAe /m eM,tre a .v err In'. • •f . a'err . rzCc C✓a true Al" 10 A W .N /ero /r Jr/A. CoWrW OUT rN.a PAT RarrNc C~ PYM,awN cNu ,r w C-Ah $b M.WV Jar LAMM aNlyae JheY . I.NeW. N.rNe scN rN lro,h.,w +Nn1 c✓0/ov1 aatl ro, r✓WNa NAwearee M}wa N ova IeAe/ r1 bcA.ryr fn aa>AeN -- r/tr, Nate In 10-/4-9 0 e" SarMre CCJ r CGT, tie -0 Ian m INI s,ewra h -..__ • I. fe N/ra,N w nayt Na AebY1. o,rf _VLA/ah . SECT ION T) Q AN Acnauw ,auh 1, awl- A, a wlwn a C✓a 40" re is N. MWW N SR_ M w 0- or . N,-w it rti (n ✓ .. - ueOW„<Ne.A,.W.fire as say lwsvw Ta eIe r M ravaM al iNrOelMwt .arw an am,aeM ,aPv et •.RNn ,N .IOnp 1r�+Y. I/arlt d (AnoNll aaOpea JIIe•NI Own lwr.Hl.y M rt.aalaN ae ewe d a w I I NOnray aaCMlt aNaq a fYa ,rprNola d .,r r aW-Aw I, a.l01"a, '"•' Iy[lal> wren ran Oa rerwtlel.arrO w regal r ,w.rsh,. Thy Apr b roar /,.a a+atn,r,v, r.aaw.a m ,ro.n N, a+w S Lora .Ia n d alayr.R r iwa IN s0'scri Naa 1,w 7''I ">•r A yr,au Lyn AgINry hwol,asNa. r a NracN,a A ,ti (rpnn,. to arr,A1 ,w a IaNaO 0rrro .lack ails tires. CURB RAMP at rrAr,rr (PERSON$ WITN MOBILITY /MPAIRML NI S) soz rlpYwA pEPAAr rE N/ of TR.wTPORTArea, RrraN vre •J !O. PAVEMENT DETAILS N T S. 1.5" SM-2A BIT. CONC. HEAVY LIGHT SURFACE COURSE 2" SM-2AL BIT CONCRETE 2" IM-1 A BIT. CONC. SURFACE COURSE BASE COURSE - 6" 21-A 6" 21-A y' STONE BASE STONE BASE COMPACTED SUBGRADE COMPACTED SUBGRADE - NOTE: THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE TO THE ENDS OF THE CURB RETURNS IN THE MAIN AISLE AT STORM STRUCTURE G. THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING STALL AREAS AND ALL OTHER AISLE AREAS 'HALT SIDEWALK DETAIL N.T.S. 2" SM-2AL BIT, CONCRETE SURFACE COURSE 4" 21-A STONE BASE COMPACTED SUBGRADE PROPOSED FENCE DETAIL N.T.& OUTLET PROTECTION DETAILS N.T.S. STORM SEWER or `" CULVERT STONE z f= 3d APRON 3 0 O O 2+ /- 1 o d=DIAMETERt a a L -I --ENDWALL OR END SECTION FLOW C SLOPE= 0.00% 11 Q N 0 CN D -T STONE CULVERT STA. L W D STONE d50 MSD SWM INLET 20' 20' 18" 1.0' 24" & 15"0 RCP SWM OUTLET 25' 15' 18" 1. 0' 15"0 CMP NOTES: THE CONTRACTOR SHALL INSTALL END SECTIONS OR END WALLS AT THE ENDS OF BALL PIPE SECTIONS, AS INDICATED ON THE PLANS ADDITIONAL STONE IMAY BE REQUIRED AT UPSTREAM CULVERT END AS DIRECTED BY ENGINEER. HANDICAP PARKING DETAIL N.T.S. T- HANDICAP SIGN 6' Min. (PLACE BEHIND WALK) HANDICAP SIGN DETAIL N T S. 12" x 18" STD. LXi� J J aQ O 0 V N W Z� GW _J O V � O Z Q 0 Z a� V Z N 411. Z Y p > p_JY M ell` La LLJ O O - ~ 0 N WCJ WQOL�L- La- a W O W Y - Z Q � Q NO QLL IL O N '5 O N 0^1 V I (D ' N In N In +' I cf) O U0) oO Lo m - 0) c 0 41-C -C 0 O .� x 0� � L� N Q O a n18� PG'•R a�wSIDEWALK DETAIL CONCRETE DIITCH DETAIL IONAL N. T. S. N.T.S. EXP JNT MATERIAL 3.5' SURVEY: C, I': (OR AS SHOWN ON PLANS) 261 h & Legge NEENAH R-4991-HX SOLID TOP 24" METAL PLATES SHALL BE Marse 99 N/A Slope. 1/4": 1'-0" PERMA-GRIP SURFACE BOLTED TO CONCRETE BASE. Land Surveyors REVERSE PITCH 04 METAL FRAME & ANCHORS °T "' DRAWN: JOB NO.: Slope: 1 /8": 1'-0" _ _ 6" CONCRETE TRENCH T r, TGP 9809016 CG-6 or CG-6R (Typ.) ;*W;,�,iil 4" CRUSHED STONEL 4" TYPE "A" CONC. (3000 PSI) 6x6xW1 4xW1.4 WWF (1.5" Min. CLEAR) HDCP SYMBOL (WHITE SOLID BLUE BACKGRO �-- 101 -- - - 10, -i NOTE: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. TYPICAL TRENCH DETAIL FOR STORM SEWER SYSTEM N.T.S O.D. + 24" ---{ FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL CRUSHED AGGREGATE CRUSHED AGGREGATE NOTE: N 4" IN NORMAL EARTH FOUNDATION 12" IN ROCK OR SOFT FOUNDATION 12" x 6" STD. STD, U-CHANNEL POST PROP. GROUND RESERVED PARKING VAN ACCESSIBLE NALTV 11100- roW-AWAr ZONE TYPICAL TRENCH DETAIL FOR WATER & SANITARY SEWER MAINS N. T. S. FINAL BACKFILL CAREFULLY COMPACTCED SELECT BACKFILL STONE AGGREGATE I SCALE: DATE: h- 36l As Shown 07/18/99 NOTE: SHEET- 1. THE NEENAH GRATE IS OPTIONAL AT THE DIRECTION OF THE OWNER /� 17 SHALL BE INSTALLED IIF DEEMED NECESSARY FOR SAFETY PURPOSES.