Loading...
HomeMy WebLinkAbout001-97 The Home Plate, Inc. - Opequon - Backfile (2)THE HOME PL—A-T-E. INC. WARRIOR R0.1_1r_l\\,D &IVORY DRIVE COOUNTY OOF FREDERICK. VIRGINIA TOWN OF STEPHENS CITY COUNTY OF FREDERICK, VIRGINIA INDEX TO CITY/COUNTY LOCATION �.oil Radio ••�" •\ � o Fsu111� VICINITY MAP 1 " = 2000' Q z II o� III IIWI DEAR RUN OF SHERANDO DEAR RUN OF SHERANDO i l VOR Y DR/ VE l VOR Y DR/ VE S3V48'28'E 220.830 - - -- -- - - — -- - ---- -- - - -- PSG I- I �- T �-- -� - — — \ S49' 24'25' 2.31' + C" 4! I s S30'23'2 W �,I I ►,,, oMCE _ „ , c cout 12 51' REGIONAL SWM FACILITY I N2909'24" E 13.78' x / �II V I BATTING CAM ---PANOW AM — —� — N36'48'29' W-262.44' — N36'48'2 W 272.49' PARCEL 1 48,689.16 Sq. Ft. PIN: 86-A-102 ZONED: B-2 PROP. USE: RECREATIONAL FACILITY _J CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD Cl 67.72' 86'13'1,V 45.00, 42.13' N06'18*08*E 61.51' C2 108.21' 06'O1'11" 1030.00' 54.16' N5(710'46"E 108.16' C3 108.21' 05'57'41" 1040.00' 54.15' S5(712'30"W 108.16' PA � N Ero___lf) - L E W��9 P.L.C. 302 SOUTH BR4DDOCK STREET, SUITE 200 NVIRICHESTEFi, VIRGINIA 22601 (540) 662-5792 , or 31 raA tso! +w O J / J VILLAGE AT SHERANDO (TOWNHOUSE COMPLEX) R-O-W DEDICATION 1310.84 Sq. Ft. (0.0301 Acres) ��h1.TH Gay > TIMO y G PAINTER No. 18260 ti Ict Iq 3 ABBREVIATIONS ASSY, ASSEMBLY B.F. BASEMENT FLOOR BLK, BLOCK BC BOTTOM OF CURB BP BREAK POINT CG-2 CURB CG-6 CURB & GUTTER CG-6R REVERSED PITCH CURB & GUTTER CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH C,O, CLEAN OUT 0 DIAMETER EOP EDGE OF PAVEMENT F.F. FIRST FLOOR F.C. FIRE CONNECTION FG FACE OF GUTTER G0.. GAUGE GV GATE VALVE HDCP HANDICAP HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW P❑INT MPD MULTI -PRODUCT DISPENSER MH MANHOLE NDC NOSE DOWN CURB N,T,S, NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RED, REDUCER R-❑-W RIGHT-OF-WAY R,O. ROCK OUTCROP STD. STANDARD T.B.D. TO BE DEMOLISHED T,B.R, TO BE REMOVED T.B.P. TO BE PRESERVED & PROTECTED T.B. THRUST BLOCK TEL. TELEPHONE TC TOP OF CURB TYP, or Typ. TYPICAL UGE UNDERGROUND ELECTRIC WL WATER LINE WM WATER METER 5'R RADIUS IN FEET tea!- q7 LIST OF DRAWINGS SHT. 1/4: COVER SHEET SHT. 2/4: GENERAL NOTES and MISCELLANEOUS DETAILS SHT. 3/4: SITE LAYOUT and LANDSCAPING PLAN SHT. 4/4: SITE PLAN and EROSION & SEDIMENT CONTROL APPROVED BY THE ZONING ADMINISTRATOR COUNTY OF FREDERICK, VIRGINIA THE HOME PLATE INC. - RECREATION CENTER PROJECT: THE HOME PLATE, INC. Proposed Recreation Center Corner of Warrior Road & Ivory Drive Stephens City, Virginia OWNER/ DEVELOPER. Matthew & Myra Croke 102 Clarendon Court Winchester, Virginia 22602 (540)667-2721 DESIGNER: PAINTER - LEWIS, P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone: (540) 662-5792 Fax: (540)662-5793 Contact: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 86-A-102A SITE AREA: 50,000 Sq. Ft. (Current) 1.1478 Acres ZONING: B-2 GENERAL BUSINESS DISTRICT PROPOSED USE: RECREATIONAL FACILITY 18 Hole Miniature Golf Course 6 Batting Cages 1000 Sq. Ft. Office Facility CURRENT USE: Vacant ZONING REQUIREMENTS: DENSITY: Parcel Coverage Must Not Exceed 85% Coverage (Buildings & Drive Areas < 42,500 Sq. Ft.) SETBACKS. Front: 35 Ft. (Collector or Minor Streets) Rear: 0 Ft. Side: 0 Ft. BUILDING HEIGHT: 35 Ft. F.A.R.: 10 (Floor Area to Lot Area Ratio) PARKING 1.5 Spaces Per Batting Cage 1.5 Spaces Per Golf Hole 1 Space Per 250 Sq. Ft. of Office PARKING REQUIRED: Batting Cages: 1.5 x 6 Cages -> 9 Spaces Miniature Golf: 1.5 x 18 Holes -> 27 Spaces Office 960 Sq. Ft./250 Sq. Ft. -> 4 Spaces Total Spaces Required -> 40 Spaces LANDSCAPING AND SCREENING: B-2 District: None Required RP District: Type "B" Screen Full Screen - 25' Active Buffer - 25' Inactive Buffer PROPOSED DEVELOPMENT: RECREATION FACILITY 18 Hole Miniature Golf Course 6 Batting Cages Office Facility - Area: 960 Sq. Ft. - I Story, Hght. 14'-0" R-O-W DEDICATION: 10' +/- Along Warrior Road Area: 1,310.84 Sq. Ft. LOT AREA. 48,689.16 Sq. Ft. (Proposed) (IA l 177 Acres) FRONTAGE: 431.70 Ft. PARKING: 41 SPACES (Includes 2 ea HDCP Van Accessible Spaces ) LOT COVERAGE. Buildings & Structures: 6,974 Sq. Ft. (0,1601 Acres) Parking/Entrances. 16,806 Sq. Ft. (0.3858 Acres) Total Area 23,780 Sq. Ft. (0.5459 Acres) OPEN SPACE: 24,909 Sq. Ft. (51.2%) 0.5718 Acres F.A.R. CALCULATION: 960 Sq. Ft. / 48,689.16 Sq. Ft. -> 0.0197 LANDSCAPING: RP District: 25'Inactive Area 25' Active Area Full Screen PARKING AREAS: 1 Tree Per 40' Perimeter (780' Perimeter/40' = 19.5 -> 20 TREES) 3' Hedge Along R-O-W (235' PERIMETER HEDGE) 5% Interior Landscaping Islands (16,806 Sq. Ft. x 5% = 840 Sq. Ft.) I Tree Per 10 Parking Spaces (41 Spaces/10 = 4.1 -> 5 Trees) PROVIDED: Perimeter See Landscaping Plan & Notes Interior Islands: 1380 Sq. Ft. Interior Trees: See Landscaping Plan & Notes ZONING NOTES: 1, ALL PROPOSED EXTERIOR LIGHTING HAS BEEN INDICATED ON THE CONSTRUCTION DOCUMENTS. 2. NO DUMPSTER IS PROPOSED FOR THIS SITE. THE OWNER HAS PROVIDED A FENCED, TRASH CAN AREA FOR ALL REFUSE. THE OWNER SHALL REMOVE ALL TRASH FROM THE SITE ON A DAILY BASIS. 3. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 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 SEPARATE FIELD SURVEY PERFORMED BY RITCHIE SURVEYS. THE TOPOGRAPHIC INFORMATION HAS BEEN BASED ON U.S.G.S. DATUM. A CONTOUR INTERVAL OF TWO (T) FEET WAS 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 WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. A LAND DISTURBANCE PERMIT MUST BE OBTAINED FROM THE FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES, GRADING EASEMENT, AND THE EDGE OF THE EXISTING ROADWAYS. 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 Or 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 l I'-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVFD. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb /1000 sf). SEED TYPE: RATE: MIDI. PURITY(%) MIN. GERM.(%) KENTUCKY BLUEGRASS 45 Ib/Ac. 97% 85% RHODE ISLAND BENT 10 Ib/Ac. 95% 65% K-31 TALL FESCUE 27 Ib/Ac. 95% 65% ANNUAL RYEGRASS 9 Ib/Ac. 98% 85% MULCH: 1.5 Tons/Ac. SMALL GRAIN STRAW FERTILIZER: 1000 Ib/Ac. 10-10-10 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 AND CLEARING DEBRIS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE FOR LATER USE. ALL REMAINING TOPSOIL SHALL BE SPREAD OR REMOVED OFF -SITE AS DESIRED BY THE OWNER. 3. IF APPLICABLE, ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED OFF -SITE AND PROPERLY DISPOSED BY THE CONTRACTOR 4. IF APPLICABLE, ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL 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 GEOTECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. A MIX DESIGN TYPICALLY USED IN THIS AREA AND AS ACCEPTABLE TO THE COUNTY OF FREDERICK, VIRGINIA SHALL BE USED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.S.C.A.). 2. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08%. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SERVICE LATERAL, CURRENTLY STUBBED OFF JUST INSIDE THE PROPERTY LIMITS. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 3. THE 3/4" DIA. COPPER WATER SERVICE SHALL BE INSTALLED AS SHOWN. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SERVICE CURRENTLY STUBBED OFF JUST INSIDE THE PROPERTY LIMITS. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. 4. THE EXISTING WATER AND SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT. I. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE EXISTING OFF -SITE, REGIONAL STORM WATER MANAGEMENT FACILITY LOCATED TOWARDS THE NORTHWESTERLY SIDE OF THE PROPERTY, ALL SURFACE RUNOFF SHALL BE CONVEYED TO THE EXISTING STORM WATER MANAGEMENT POND AND THE STORM SEWER SYSTEM VIA THE SITE CURBING, PROPOSED SWALES AND DRAINAGE STRUCTURES, AS SHOWN ON THE PLANS. PAVING AND CONCRETE: 1. THE PROPOSED WIDENING AND ENTRANCE SHALL RECEIVE A MINIMUM PAVEMENT SECTION OF 8" 21-B STONE, FINISHED AND COMPACTED; A BASE COURSE OF 3" BM-3 BITUMINOUS CONCRETE, FINISHED AND COMPACTED; AND A SURFACE COURSE OF 1.5" SM-2A BITUMINOUS CONCRETE, FINISHED AND COMPACTED, OR MATCH THE EXISTING SECTION, WHICHEVER IS GREATER. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL ON -SITE AISLES AND PARKING AREAS SHALL RECEIVE A BASE COURSE OF 6" 21-A STONE, FINISHED AND COMPACTED AND A SURFACE COURSE OF 2" SM-2A BITUMINOUS CONCRETE, FINISHED AND COMPACTED. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 3. ALL CONCRETE SHALL BE V D.O.T. CLASSIFICATION A-3 CONCRETE. THE ENTRANCE CURB AND GUTTER SECTION SHALL BE CG-6. ALL CURBING ON -SITE SHALL BE V.D.O.T. CG-2 CURB SECTION. 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. BUILDING NOTES: OFFICE BUILDP' CONSTRUCTION TYPE: 5B, UNPROTECTED USE GROUP: A-3 METER BOX HARDWARE SERVICE METER PIPING METER SIZE YOKE N BOX e1 METER BOX COVER DIA. DIA. FORD NON -TRAFFIC FORD C32 3/4' 5/8" x3/4" (20 GPM) Y502 18 in- TRAFFIC FORD C32H FORD FORD NO. 30 MONITOR • 1" 5/8" x3/4" (20 GPM) Y504 24 in. COVER W/ RML-12 TOP LID 2 FORD FORD NO. 30 MONITOR •2 1" 3!4" (30 GPM) Y504 24 in. COVER W/ RML-12 TOP LID FORD FORD NO. 30 MONITOR or 1" (50 GPM) Y504 24 in. COVER W/ RML-12 TOP LID 2 '1 IN NON -TRAFFIC AREAS - 12' THICK POLYETHELENE PLASTIC IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS e2 IN TRAFFIC AREAS - 3/4' x 30- x 30- STEEL PLATE WITH 22" DIA. CENTERED OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED BETWEEN LID & REINFORCED CONCRETE BOX dries as required treated 2"x 4" with top 6" painted blue meter cover set 2" above fin. grade prior 18' to sodding corporation stop 18 - 21 .} meter by F.C.S.A. � ---- meter box 3' stone bedding I • surrounding box I .r - 30" deep 36" min- an le check valve 45° 8" min water main type K copper tubing continuous - without pints from main to rneter NOTE: Exact location of meter box assembly to be approved prior to installation. METER SETTING PARTS LINE SIZE METER SIZE YOKE ANGLE YOKE BALL VALVE ANGLE CHECK VALVE EXPANSION WHEEL 3/4' 5/8' x 3/4• Y502 BA64-223W HHCA94-323TD-G EC-23 11 3/4' Y504 BA94-344W HHCA94-323TD-G EC 23 1' 1' Y504 BA94-444W HHCA94-4"TD-G EC-4 9 with drain valve angle yoke ti I I ball valve �J 6" stone bedding il-2 ft, transition to muter set" as required --Ln of Curb 3/4' type K Copper for s*VW muter Installation ...... ` 1' x 3/4' wye Dual Meter Installation 5/8", 3/4", & 1" METER INSTALLATION Figure 5 I K oupper & gutter I DI-3A-38-3C E eoan+eipn Joe" L�L� II AREA LIGHT DETAIL N.T.S. SEE SITE PLAN FOR LIGHT LOCATION(S) (ALL LIGHTS SHALL BE POSITIONED PRECLUDE DIRECT ILLUMINATION OFF -SITE.) 3/4"0x16" THREADED ANCHOR BOLT (TYP.) COORDINATE SPACING AND NO. REQUIRED PER STD. MANUFACTURER. PROPOSED GRADE 4-#4 REBAR-3" MIN. CLEAR TYPE "A" CONCRETE (3000 PSI) - -L 8" �--- 4' BY 4' CONC. BASE - C2 Series (AC2440-M, 40OW) OR EQUIVALENT INGLE OR DOUBLE STD., AS INDICATED #5 REBAR 0 8" O.C. EACH WAY e 4 . 0'. Smooal Dowospoppros.l2"LC to be placed In oil oreos odlocant ' t.do laM bOIM loabutting concrete to Ixeeenf Nm ttleont. men del 6t'�p tMreN L2test.l be, teeht a4'ObS/Obef Gat.eaiiea couywoere .deed w MO OMe E.odnelan Jobd at c-c. f-- Back of Sideoi 1. - i _ _ SUN, For details of Inlet Frame 8 Covw see St'd. IC-2 / I _ i 0 II I L1['d u � l y„ o Claim C � Job. I l 1r beet I. awl {' Mtn W ell F �L J a• e• P T SI««w Too A Type e a- sae ` >t d - . dean os noses. . tan way. naefre-. T1' MO>sE DETAILS Lem A Floe of C;b Aeerbeab aaeoer ya clock confra J*A Gatt.r F] _ A does,O flgal Cwa2� wn A d- Care e, .Un mteeral csea, tuner, Is to be aedwd.ltm dw*M PLAN s-a•--� @Nore This 1reo may be eotthm. ,bt tech CON "W eaIS 6 owe--_ wit apply only to curb or curb and "11ddr. f60 sMw'n. I x' - See E -J �•.,� -�-d s o SECT ION B-8 e Ij- Aeva.ea r-- _� I e• tsreba a.rw I serer Ore C B 2- a G 1 O' ei Dl.u.w 1t Tpe A "so desalt shoo be aobd Oeln r..r ww with CG-3 8 Cl Slandande 2.S' Ol.wm, z I FOrNT ELEVATION Type E rase detmi "I be wad uk% -- r F a..e Hai. �- -J Is.ew. rewbl win, CG-2 IS CG-6 standard. D. Oon ; 'Horo.oro cloth srwe I 3'dremef., .fool to be located 1 D A h the e•enl rho nwat of the ouffoll pro n, h,91her Ina" the ball- to Nan M." mal.rist we" ' I how _" 4.12 St., hare.ae. I M w N nl a. {Irutllrr l,fne �r,+M! N Ins Structure ✓i0I' be ".,1 .Irh cartWl, Seertded venal Na Nofee swiesord tiers may be Conelr-oil «dn concrete mold b pevenl s,b,dnG o `� d-.Q of Ina "'u' I-.. Tr. ewm I/4'moM or aalwn,..a steel b• '- 4-?w WNIa b,OC\ n OcCMdanee .gym the del" Mown an cast far -erl V-PInc "I be in Wi,cl ., the t' �Ce b•d In• me S1ruCIVe vv. dui 0.03 inch. n,rmbor 4 mash T F. dewy See Slanrdard D,-.g Dl-NIB harAare clam a.0'ed firmly to See For it~.-. and aaentlrwo nor anon obe oat., 2 of 2 .ul.ldo of IN ---- - -- --- - SECTION A -A -3A DI-38 DI-3C r- L L----- r- - L T1 _ - - - - - - - - - FAwr. r.e.. 1 0- t r I I ' 1. Far aw to eetp F....• M tr.wt bat two to be or retool I,• Who, wofad eve ow. ma .aver a le e. ONO" ran mmems rtt, Stewewe ►wn Mi Ta i.e, a /leol , ash dwb.4' an wawye The 'H'dbnehSlm srwwn on rat Standards oat a.iearww w - •wane b w await . ws wrw W I. a. Noe U..r ..11oono DETAIL WHEN USEO moaou d Sir" and tnwrf of me oultm Stile to he Woof tat en.em�•'Ppot"' L n M awl ILL .,n, n dimensionare "Proximate for anvnotl erref e•ry Saw, N SAe.n M esw.. ADJACENT TO CUM o,rff b avron N[ ono 1M octant dmenums WITHOUT GUTTER S/fanl MdNMmrn.e by Ina cOnlraClDr unpin veld Cend,trons. .Man IN.t I. anal M •'-� Wefw�, S«\ •, Mwr I• t• M .rrw.. 1• c•nww .,in aree...o .orb. Sheet STANDARD CURB DROP INLET F IICAof 2 SPECIFICATION 12" 3011 PIPE MAXIMUM DEPTH (H)=8 REFERENCE VIRGINIA QDJPARTMENT 302 104.09 TRANSPORTATION I SDR 35 spigd SDR 35 spigot by I by gaskeled SDR 21 gasketed bel 45a bend bid •dWer locator peg IF tlAitdne2tn �- SCH 40 f101Verlt SDR 35 8"x 4" -SDR 21 gasketed I weld cap gasketed bell wye pipe and fittings property line �- ,I3" I I 36" min. cover :i. at "rx 4" w1h - -:,. yap r P~gt<serl Ilia. Il; �I"• 4" pipe at 2 004/6 minimum grade GRAVITY SEWER SERVICE LATERAL Figure 15 2 O CL U W C) I' N _J Q H W N C F-- N Z O W J Z LAJ Q J W W C Q �a N Z _ W 0 Iloilo- Q am La `Z Q Y � 0 � y Uj I= LLJ ILA. WUal3Z0 H W Z C) w CntU 0 Icr CL d =j O I O N -4-J '- N K) j0 0) 0) U)N 4: N LO In I I N N i W ID v W co D tT 00 � Ilia 0 > n ai L�J�lJ11 m U) _ 0 -C t = N X O .- cn 3 i5 t° Q N Q O a O r t' w . PAIMM 9 No. 18260 .duo 31171q 7 { r, ti G SSjONAL SURVEY: C. I.: Ritchie N/A Surveys DRAWN: JOB NO.: N/A 9608003 SCALE: DATE: AS SHOWN 11-25-96 Z/4 Inv. In = 727.79 Top of EW = 732.35 c Inv. In = 727.89 NOTE: X X Ex. Choiniink Fence X ACTUAL ARRANGEMENT OF THE: GOLF HOLES MAY VARY FROM THE LAYOUT AS SHOWN. FINAL LAYOUT SHALL BE DETERMINED IN THE FIELD. Ex. SWM Outlet Control Structure Top = 736.51 it FI Inv. In = 728.19 Inv. Out=728.12 Ln 4 1-1 /2" TO 2" LAYER OF PEA GRAVEL LANDSCAPING STONE (3/4"-l" Sieve Size) PERIMETER 6"x6" P.T. FORM c cooc�ucoon000u 44 REINFORCING BAR (24" Long) cooc0000000000000000000 PLACED AT 4' o.c. (Max.) WZZAOFATSHERAN00 GOLF HOLE STRUCTURE---- 0 X rarro0 0 o SEC710N // -OPEN SPACE v P/N• 86-A-102A � D.B. 82.E Pg. 220 FRAME OF GOLF HOLE 3"-4" STONE BEDDING ZONED. RP COMPACTED EARTH SUBGRADE X-k USE.' OPEN SPACE h S*U FAC/L/7Y o v Ex. Storm Water Management Pond X I OPTIONAL STONE WALK DETAIL N.T.S. �. 4' \ PROPOSED 6' IGH EARTH BERM (OR AS SHOWN ON PLANS) TOP = 646. Slope: -� or 6' HIGH OOD FENCE rz ,,,,---- nn„en 1"x6" P.T. FORM BOARD (SEE F NCE DETAIL) 2"x4" P.T. SUPPORT STAKE PLACED AT 4' o.c. (Max.) PAVEMENT STRUCTURE ' 2 CURB T N20'09'24" E cG (�) COMPACTED EARTH SUBGRADE X 13.78' 4" STONE WALKING SURFACE / I / HANDICAP PARKING DETAIL N.T.S. HANDICAP SIGN ;P SYMBOL (WHITE) .ID BLUE BACKGROUl' L 8' NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA IBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. ;AL FOR VAN ACCESSIBLE SPACES & 'AL FOR OTHERS. HANDICAP SIGN DETAIL N.T.S. 12" x 18" STD. -9 12" x 6" STD. 0 to STD. U-CHANNEL POST PROP. GROUND RESEIRVED PARKING VAN ACCESSIBLE 20 0 20 60 Ex. 01-30, L=16' Top = 742.60 In v. Ou t = 738.95 Scale 1" = 20 ft 1 I� h I I� i I �II CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD EL I III __j C1 67.72' 86'13'13" 45.00' N06'18'OeE 61.51' C2 108.21 ' 1108.21' 06.01,110 1030.00' 142.13: 54.16 NNY 10'46" E 108.16' 1108.16' C3 0. 57'41" 1040.00' 54.15' SW 1230" W 1 54, � /Z DEER RUN OF SM-RAN00 Il P/N. 86A-6-1 I III W ', Mil Q. D. 8. 7 . 92, Pg. 902 3 ' ZON£D.• RP Cc USE OPEN SPACE Ex.MH 740.46 8 0 Inv. In=730.73 j I Ex. DI-36; L=18' p J 8"0 Inv. Out =730. 71 Top = 739. 48 DEER RUN OF 5HERAN00 "0 0 21Inv. In =735.13 P/N. 86A-6-25 15*0 Inv. In=735.39 M=Marked Bo! .Q on F.H. Q. � " Ex 21 0 RCP 1 "/ Inv. Out=735.01 O.B. 792 Pg. 802 3► � lev.=749.67� Inv. Out = 726.40 In v. In 728.48 _ _ _ �-__. _ _ ZONED. RP / 1 I Q Ex. DI-38, L=16' I 3 US£.• OPEN SPACE c„ Ex. Elec. Top = 739.47 Ex. Elec. Cn 21 "d Inv. In = 733.74 �\ Box - 3 Transformer\ C.. - I 21 "0 Inv. Out = 733.6 � � Ln I to I g Ex. WV r� - _- _ -- -- - - - - ---- - - - -- Ex. 8" Water Main `�_ - = = --- i A - --- - Ex. WV Ex. WV --- Ex. DI-3C, L=12' --- -- - - - - - - rap Dr 741.30 Ex. WV Ex. Ex. WV Top = 734.42 21 "0 Inv. In = 736.03 In v. In = 726.68 c �� Ex. WV Inv. Out = 726.55 ° 4 I 21"0 Inv. Out=736.07 � 550 Sight Distance 200 Sight Distance I VOR Y DR/ VE I o ;I l VOR Y DRI VE J Ex. Dl-7 I 200 to Warrior Road 3 - 3/4C. TAPWILL PERFORM - dufINSTALL AN 8"4 PUG - - 15"0 Inv. In Top of Grate = 3.7 8 50' R-D-W x 50' R-u-W � SPEED LIMIT. 25 MPH I I METER. THE CONTRACTOR & T.B. AND ABANDON WI I SPEED LIMIT. 25 MPH I Ex. DI-3C, L=12' Top = 741.24 Top = 734.42 18 0 Inv. In=736.60 OA Prop. DI-3B, L=14' SHALL FURNISH ALL REMAINING STUB IN » / MATERIALS. PLACE, AS PER F.C.S.A. S53'11'32W R Inv. In = 727.39 10.00, 15 0 Inv. In=736.55 Top = 742.24 �5•�j/ Inv. Out = 727.34 21"/ Inv. Out=736.45 18",a Inv. Out = 736.76 _. _ _ DI-JA/ Ln O .-mule er Fx.-CG-� -- - _ -._- _ : � _-_ -- - _. �`. op _ o , cODn Concrete Entrance __ _ _ 80 00 --_ �5 Dd 1T►v. 1n2=742. -- _ - - - _ cn 10 59.72' AS S 5 KI q c� A x. 5",t 15 % Out 9 � o Ex. GV Ri Ra A SETBACK 10'R A� 6.59' _ C •• X o p x a �i tam qe r*i MLLAG£ AT SHERANDO SECI70N / P/N.• 86A-5 D.B. 762, Pg. 1741 ZONEDD.• RP USE.• TOWHOUSE COMPL£,Y ! i X MINIATURE GOLF COURSE BEDDING DETAIL N.T.S. Variable ---- PLAYING SURFACE o00000000c PLANT LIST ID SYMBOL QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS AS 17 Acer sacchorum Sugar Maple 1 1/2"-2 1/2" cal. BM 0 18 Berberis mentorensis Mentor Barberry 3 gal. cont. CK 0 2 Corpus kousa Kousa Dogwood 4'-6' FI 0 21 Forsythia intermedia Border Forsythia 4'-6' 10' cc IC 0 53 Ilex crenato "Green Luster" Green Luster Japanese Holly 3 gal. cont. 4' cc JCS 23 Juniperus Chinensis "Spearmint" Spearmint Chinese Juniper 4'-6' 6' cc JCS 6 Juniperus Chinensis "Saybrook Gold" Saybrook Gold Chinese Juniper 3 gal. cont. 5' cc JHH 6 Juniperus horizontalis "Hughs" Hughs Creeping Juniper 3 gal. cost. LMV 0 32 Liriope muscaril "Variegata" 1 gal. cont. 2' cc PS 13 Pinus strobus Eastern White Pine 4'-6' 10' cc TC 8 Tilia cordata Littleleaf Linden 1 1/2"-2 1/2" cal. RE 1T Rhododendron "Exbury" Exbury Hybrid Azalea - 3 gal. cont. 4' cc(pink 2' CURB CUT GG-2Ex. Gos Marn i O 18*0 N- Inv InA Tr 3 NOSEDOWN CURB &736'-72 r- c°453�E :7�h� igl c cn TIE INTO THE CONCRETE 0 37' �. 6' \ .i F.C.S.A WILL INSTALL AN �~ �.� e ' � ENTRANCE. o m I k ^' �4 0 2' �O Ex. Storm Sewer Easement W 8"x4" TEE/WYE & CAP �+� .-. 3 � ., EXTEND THE EX. 18"� i(, i� o tn Iv o N R ROP. SIGN_ (Variable Width) EX. 8"0 MAIN. N R o_ IA PROPOSED RCP APPROXIMATELY 4' N I CONTRACTOR SHAL BEGINN`D •Q c0 PARKING Sec INSTALL THE DI-3B, ;n O 3'W x 5'). rn O HGHT.✓�8' I 25.0o' 4"� LAT. FROM TEE/WYE. w,� W �3/4" Water Service L.=14' STRUCTURE. ao 5'R tiry *5'R ' 4Co 6r Tub!n T pe "K" _ 35' B.R.L. 5'R � -�-�-y � 9' 'R ---� ;- MATCH EX. CURB (TYp 1 - '� PROPOSED AC & SIDEWALK T I o I 6'48 0.00 16 4'O N TC �' PARKING Lima of ( 4 0 San. Sew. era O �y 4' CONC. 9 A^ 2.31, Stone'Bedding PVCSch.40, O+2.08R30.30' _ , WALK O a SIDEWALK 'y 4111�S30-23-21" --- %5 BM C, � A^ O ' 5 R S56'47'15"W A J 21 .7 ' ", � Pr C JHH 4' SIDEWALK 58'R 22.43' 3 ble Ligh i_MV 6"0 C. O p��p y0�0 F T S2 511,21wW_ np I ' STREET WIDENING 0 (TYP.) ProPROP. OFFICE R U Golf 4' SIDEWALK RECREATION HALL 16,. 12.94' -� 1� IC " Hole 1 STORY, HGHT.: 14' 72.52' - J S53" 11 21 W 41 PROPOSED REA: 960 S Ft. ----_-__-. S 12.51 (TYP•) CONCESSION & j2F.F.=746.506 1CG- _. PICNIC AREA 6, . 00 oo M 3/4"0 Water Line 0 �� _____.-. _ 1.6' O 4 RE Co er Tubin T e "K" 0,9�,�'1%, °► �� 14.95' CG_1 HDCP Yard o; 5.05'R Tu o 'RAMP �10 ydran Prop . PARCEL 1 2�s 1. x12" RE- _ 25 R z I - p 48 689.16 S . Ft. �� - .5' = 4 'G -G Light ' q C rate / A^ o 0 IQ V (TYP.) ` E.1177 Acres) uE 6"� C.O. WE Yard 1, • i 9 JCS Q N c OPOSE 0• 7 PS o MINIATURE G L AREA EC J o BM LL © c 5 LM V' 1 GK o� (/Fic � O 0 \\\ gyp,. imit of 0 ,� : , ... 4' 1eC.QNC. AL - ° 96 0' 16' 16' 16' 16' 16' 16' 1111! N PROPOSED 0 TTING CAGES 06 'n ao o e�0 o 6 UNITS Q a if �P d Q N s �/ C / T; 0 o R-O-W DEDICATION 1310.84 Sq. Ft. (0.0301 Acres) ✓.E. J.P. CORPORATION PIN- 86-A-102 D.B. 740,, Pg. 515 ZONED.- 9-2 USE VACANT CONC. STEPS I NOSEDOWN „ CURB & rn Z o z 0,501 - �- INTO T CONC. o 9'Typ ENTRANCE. Z,TIE N O U I 31 VV o v I CG-2 7.5'R I 25'R I `t 05'R T - 0 CG-12 HDCP 4.RRl14.. 14.95' �j " . 18' `' -18 R-O-W DEDICATION -, 1310.84 Sq. Ft. PARKIN _ IN 'Q o (0.0301 Acres) 9'Typ. Z _ _L v _QL Q CX 20.- .---22'-� --..�-20' � o . Stone Bedding 5 R 12 -12"0 PVC SDR-35 8 CHAIN NK CE "050' T' TC v CC � o IPE A 2.08% N3548' 29" W 262.44' 9.50' Typ. 10 9.46 32.00 ¢ a 1 0 Inv. N3648'29"W 272.49, 3 Out = 740.00 10' TEMP. GRADING EASEMENT _ 10' TEMP. GRADING EASEMENT 12' STREET WIDENING WARRIOR x � I Q ---- 0 0 G o ROAD WEDENIN � I CONCRETE WALK do TRASH PAD DETAIL �w PAVEMENT DETAIL W TYPICAL SECTION Uj Z M N.T.S. o\��� `�- / N.T.S. N� Z O N.T.S. 3 EXP. JOINT + C/ TYPICAL SECTION ✓.E.✓.P. CORPORATION I MATERIAL (OR AS SHOWN ON PLANS) PIN-86-A-102A w 3 O 2" SM-2AL BITUMINOUS 3:1 SLOPE (Max.) Of • CONCRETE SURFACE COURSE o00000 D.B. 740, Pg. 515 11 Slo e: 1 4": 1': 0 0000000 EX. LANE (18'+/-) ----- - 14' - 16' 4.5' -{ VARIABLE )I - '` . it �E. 000000 ZONED.• 9-2 N� 0000000 00o cu uu0o + 6" BASE o0000o USE_ VACANT 0 0 0 0 � o 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 o STONE BASE � ------ CROSS SLOPE = 1 4": 1' 1 4": 1'-0" SLOPE SIDEWALK • ✓OHN B. SH/FLE77- 1.5" SM - 2AocID PAVEMENT STRUCTURE \/ ..................... CG-6 P/N. 86-5-0 COMPACTED SUBGRADE . D.B. 982, Pg. 796 4" BM- 3 ....: "'~� :.:..:..:.......:.. . ................................ CG- 2 CURB (Typ.) / ZONEO.• RP NOTE: 8" 21-B 4" STONE BEDDING USE.' RESIDENTIAL THE PAVEMENT TYPICAL SECTION SHALL \ COMPACTED SUBGRADE 4" TYPE "A" CONCRETE (3000 psi) BE USED FOR ALL PARKING AREAS 12» 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) / ON -SITE. i 0 CD Z WZ �W d U U M W CL U a CC 0 W 0 LLJ <0. 0 Z w Z Q W -I ,r 0- r` ti N C�k rri �• ' N Z VZ CD N Z - �= W 0 > W`ZQQY U3Z0 _ UJI 0 ~ � Z W CL U W O a. d O O O N �Q) ]O 0) m V) N LO U-) N N L tD (0 dCf) _y 'rn 00 O U � > uu f lU�ljll m C 0 o L � L N X O ._ Q N Q O a NLTH OF Dj o .- .PAIM9 No. 18260 -7f 77 on, SSIONAL SURVEY: C.I.: Ritchie 2' Surveys DRAWN: JOB NO.: TGP 9608003 SCALE: DATE: 1"=20.0' 11-25-96 SHEET: 3 A /o, TRASH AREA FENCE DETAIL N.T.S. 1 /2 SPAN 1 /2 SPAN -� i SCALLOP TOP OF FENCE, AS SHOWN. 2x6 TOP RAIL 1 "x6" FACE BOARD, TOE NAIL EA. 1 "x6" W/ 2-8d (EA. RAIL) 2x6 TOP RAIL 8'-4x4 POST O 8' CC -- 2x6 BOTTOM. RAIL ATTACH RAILS TO POST W/3-10d(EA. RAIL) II ii � II c I 12" DIA. POST HOLE, I I FILL W/CONC. I N NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE BUILDING do PARKING AREA. GATE TO BE CONSTRUCTED OF SIMILAR MATERIALS. Inv. Out = 726.40 /n v. In = 728.48 -- - - Ex. Elec. , Now Cub having a radius of 30pft a Ins Transformer (along face of curb)will be paid for as rudiol curb " The depth of curb may be reduced as much as 3" (15"dWNor naeosed as much as �Nl*depth) in order Swat the boltan of curb will coincide with the top of a cow se of the pavement sitbatruclure Otherwise the depth is to be W" as shown No oillusintent it,the price bid is to be mode for a decrease or on increase in depth . 4 --- �- - Top = 734.42 In v. In = 726.68 "4 In v. Out = 726.55 castt m place ,4000 PSI if creo nN lobe Class A if d a A a IVORY DRIVE pcast. ' . A Surface 50' R-O-W n Base SPEED LIMIT 25 MPH I G a Ex. DI-3C, L=12' t• D n >: This him they be precast or coat m plate, Top = 734.42 ,^ _...1 • A Subbose -- _ - lhre curb Itto be uaed whendesign speed is 40 MPH or less on Rural highways and -- 6" 45 MPH or less in developed urban and suburban areas CG-2 STANDARD CURB DETAIL N.T.S. Notecomb curb B gutter having o rodhw of 300'ar Jess (okng face of curb) snag be paid for as radial combination curb 8 gutter 2"R This #win may W prseost at curt in place. • 4 • ....._. Concrete. to be Class ♦3 it cast in place, 4000P$�I M pnanst d 0 • j 1" t1 • • • , • M A 4 • , •- - • .• •A �_. A e • • � � � � The bottom of the curb and _ - gutter may W constructed poropel to the slope of sub - suifoce courses provided a --�..------Y-d=---._-_--_- Inintmum depth of 7" is This area "toy be twrcrelejj morntarned at the option of the contractor lb This two is to W usW wben design speed is 40 MPH or less (L on Rural highways Grid 45 MPH or Jc less in developed urban 9 suburban areas. X C t CG-8 CURB & GUTTER DETAIL `' N. T. S. (u X Top of EW = 732.35 c In v. In -= 727.89 X ItX Ex. Chalnlink Fence i I Ex. SWM Outlet Control Structure Top = 736.51 Inv. In = 728.19 Inv. Out=728.12 1. Ex. Storm Water Management Pond X EROSION & SEDIMENT CONTROL KEY I 3.02 TEMPORARY STONE °°°°°°°°°°°°°°°°°° CONSTRUCTION CE 0000000000,000,00 H20°0°0!020202020? ENTRANCE ° 3.05 SILT FENCE SF X y�--�:� tC 3.07 STORM DRAIN IP INLET PROTECTION 3.19 RIPRAP RR 3.30 TOPSOILING TO TO --► 3.32 PERMANENT SEEDING PS PS 3.35 MULCHING MU f1 X PROPOSED 6 HIGH EARTH BERM I TOP = 646.00 or 6' HIGH WOOD FENCE (SEE FENCE DETAIL) YARD INLET DETAIL CURVE LENGTH DELTA N.T.S. RADIUS TANGENT DIRECTION CHORD C1 67.72' 86'13'13" 45.00' 42.13' N06'18'08"E 61.51' C2 108.21' 1108.21' 105'57'410 06*01111" 1030.00: 54.16' N5910'46"E 1 108.16' C3 1040.0054.15' SW 12-30" W 108.16' y� py�f fre(A nEx, DI-38, L=16' I I I by Size --► Strainer Size Pipe Size Inside Caulk H Cotal N_umt»t Short Spigot H (Descri lion Otmensrons tipped Outlet H in when Spigot Bell Trap H _ Inside Caulk Beg Trap H 9.9 765 3 0-4931.6 6 2-49324 714 R-4934-11 74 -- - -- - 12x 12 10 3 0-4931-C 6 R-4932-C 7 R-4934-C 6 , 2-4935-C 11 -4936-C I1 12 x 12 10 4 R-4931 D 6 R-4932-0 7 R-4934-D 6 -- - -- - 16x 16 13 4 R-4931-E 7 R 4932-E 7 R-4934-E 7 R-4935-E 13Sh R-4936-E 1315 20x20 16 4 R-4931 F 11 :-4932-F I I R-4934-F 11 R-4935-F 147/4 R-4936-F 14ry 24.24 20 6 13 R-4932-G 13 _ 13 - - - - - - Top = 742.60 CONCRETE STEP DETAIL Inv. Out = 738.95 N.T.S. � I 1 /2" EXP. JOINT I } 4' WIDE CONCRETE STEPS MATERIAL I 7.95 #4 REINFORCING BAR IN TOE " �! H = Overoll Height [/ Slope: 1 4 /:1 -D" 4' SIDEWALK e 6 6T 4. zf Q III 4' CONCRETE WALK #4 REINFORCING BARS II i V O 12" O.C., E.W.4 I I N MIL VAPOR BARRIER i! CL I 1 Ilk UNDISTURBED EARTH Q NOTES: ALL CONCRETE SHALL BE 3000 psi CONCRETE I I� 'n C III I� ALL CONCRETE SURFACES SHALL BE ROUGHENED WITH A BROOM FINISH. Qc y4 III W y to X4 - �s Ex. MH To.p = 740.46 8 Inv. In =730.73 I i I Ex. DI-30, b=18' c 8"0 Inv. Out=730.71 I Top = 739.*8 O { 21"0 Inv. In=735.13 RM=Marked Bolt I 15"0 Inv. In=735.39 on F.H. l: Ex. 21 00 RCS_ Ex. 21 0 RCP 1 "0 Inv. Out=735.01 Elev.=749.67 3 Ex. DI-3B, L=16' �l 7 6p °0 Top = 739.47 Ex. Elea 1s 21 "0 Inv. In = 733.74 F+\� Box j C� 21 "0 /n v. Out = 733.6 I \\ i Ex. WV J / � WV Ex. 8 Wafer Main -�.._- /�' 0 447.6'9 - - - - - - -- -- - x. Df=3B,Z=7- Top = 741.3011 l Ex. WV Ex. Ex. WV 21"0 Inv. In 0736.03 �` I 21 0 Inv. Out=736.07 ^ N AEx.wWv 550' fight Distance 200' Sight Distnce III ^vti / `g ` 5 7 ,7. n 78, 200' to Wa or Road e� , l VOR Y DRIVE _ .x35. d ,ram-1F.S.0 A WILL ERA' FORM- +INSTALI CUT EX. STUB dt 4G.1R x- 6 - F 4-`- f2IL 47.E'9 33 4 0 TAP AND INSTALL AN 8"O PLUG k ` 50' R-O-W ! 47L/WIIEx. DI-3B, L=10' .SPEED LIMIT 25 MPH ` METER. THE CONTRACTOR do T.B. AND ABANDON Top = 741.24% SHALL. FURNISH ALL REMAINING STUB IN 18"0 Inv. In=736.60 / MATERIALS. PROP. PLACE, AS PER F.C.S.A. S53'11'32"W " RGP WATER METER 10.00, 15 "0 /n v. /r=736.55 /O - - -� 5 A_.1oop-D74 624E=14 -- - lil 21.0 Inv. Out =7 6.45 ..� 4S3 Ex. DI1 50 �� - E F2 rJ- 6.1T 3jz 44 3_.. 8�0 Inv. Out =�3 6 - - = 7­ - =-= J - 01 3A �" _ z� ; 80.00' \ Tops - o I o 46 72 - _ .- In = 742. , - t 08 . . op h2 4? x. 15 0 �'_ �� 1 " 7. I .. + 59.72' _ -- - 3 28"E 20.83 5' PARKING + 15i ,\Out8'l9 ,o x4 a J4? )'�- 4 S / 7 38.4 9.6 $ Ex Gas Main - - ,r -� 41 1 0 Ex. Gas Moin m Q NOSE N CURB & - - fn (n A 38 S 4 E 70.1 35.45'3 "E \ D v R e fin TIE 0 THE CONCRETE C.S.A WIL TA AN �'! cn ,� �.4! �P �r 4�;6' + 8"x4" TE E & CAP w 4- 3 �'' 740 / _ 45_2 i� e t; o J END THE EX ' 18"96 i- �' 45.0 5 R EX. 8"0 AIN. �,, PROPOSED + O I CO CTOR S BEGIN", PARKING RCP AiPPROXIMATELY�` /' 4" EAT. FROM TEE/WYFy3/4 �Wf S�ervica" Li14' STRUCWRE. 5'R k " 4c KSTALL THE DI-3B i 38.9 5'R I x' -CTubb T I<" �_ 35 IBR:L. _ 4� � 71 9. i ) / 45.4 45. 750 SF 1 .. 5'R PROPOSED 4 �' I I 30.00 16 j I / 45.9 PARKING S4T24'250W /i Daylight Drairl 7 .,�4' CONC. p Y 2.31' (A L1 X I � 4 L4 I 1i m x I� w WO L4 crD 2 Y I I� i } N20'09'24" 13.78' Scale 1" = 20 ft ENTRANCE...- ---•-- V49 tr i -12IHDCP 1 o� � .• � 49.;2 Q � 3 ' STREET WIDENING I. yp��a TN3WdO1�A3Q Qrry �, �NINMIrld �p -1d3Q Ex. Dl-7 Top of Grate=746.18 15"0 Inv. In=743.78 Lu R-O-W DEDICATION 1310.84 Sq. Ft. (0.0301 Acres) i i - R-O-W DEDICATION 1310.84 Sq. Ft. (0.0301 Acres) I I 911 U~ wz 7 Z Z �W O U O O U ul CL I w Ft- Z Z U W 0 < C9 O Z 3 Z W_ Z 5 Q r a- 0) F�- r N Q _ N Z U Z � O LLJ 11� ■ " W X W Q __j Q V_ C Z IX IF- G LA La WOO(� I� �.a=ate OW3Q� = O U WW S O ~ W Z O CL U w O CL d o p I O N �(0 0)0) N r, r, -N Ln Ln N N N c0 (0 U) o co cp Y M 00 0 > Lo Ln v N N M ` C N 0 = N x 0 .- Q LL a O a U TIMOTHY . PAINTER a No. 18260 r ti 41 Ss,ONAL SURVEY: C.I.: Ritchie 2' Surveys DRAWN: JOB NO.: TGP 9608003 SCALE: DATE: 1 "=20.0' 11-25-96 SHEET: 4 /4 THE HOME PLATE. INC. & Wff_\�RRIOR ROADVORY DRIVE COOUNTY OF FREDERICK. V N A TOWN OF STEPHENS CITY COUNTY OF FREDERICK, VIRGINIA INDEX TO CITY/COUNTY LOCATION i\ Radio jh 1 N. '�p� Sr r I t g ,.3 j n .r�. VICINITY MAP 1" = 2000' I' O li Q I I � II o II I DEAR RUN OF SHERANDO DEAR RUN OF SHERANDO I VOR Y DRIVE _ _ _ _ _ _ _ _ _ I VOR Y DRIVE { S38'48'28' E 220.830 x + x REGIONAL SWM FACILITY I N20'09'24' E �-- 13.78' +� z cn 4 I (A m I PARKING AREA -- �--� --� ~-1 — S49'24'25 2.31' Sys' 7� S30'23'21 W 21.78' MINIATURE ONCE 12. 1' ` SM 111 1 VY GOLF COURSE _ — 1251 ' I BATTING CASES .. �— —� N3948'29"'W-262.44'— N36'48'2 W 272.49' 3 PARCEL 1 48,689.16 Sq. Ft. PIN: 86-A-102 ZONED: B-2 PROP. USE: RECREATIONAL FACILITY CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD Cl 67.72' 86' 13' 13" 45.00' 42.13' N06' 18'08" E 61.51' C2 108.21' 06'01'11" 1030.00' 11040.00' 54.16' N50'10'46"E 108.16' 1108.16' C3 108.21' 05'57'41" 54.15' S50'12'30"W P_)NNTER-LEW09 PoLoc. 302 SOUTH BR4DCKDCB( STREET, SUITE 200 VNOPJCHESTER, VIRGINIA 22609 (540)662-5792 VILLAGE AT SHERANDO (TOWNHOUSE COMPLEX) R—O—W DEDICATION 1310.84 Sq. Ft. (0.0301 Acres) i 41 TIMOIN . PAINTER No.18260 ,a• 004TONAL ABBREVIATIONS ASSY, ASSEMBLY B.F. BASEMENT FLOOR BLK, BLOCK BC BOTTOM OF CURB BP BREAK P❑INT CG-2 CURB CG-6 CURB & GUTTER CG-6R REVERSED PITCH CURB & GUTTER CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH C,❑, CLEAN ❑UT DIAMETER EOP EDGE OF PAVEMENT F.F. FIRST FLOOR F.C. FIRE C❑NNECTION FG FACE OF GUTTER Ga. GAUGE GV GATE VALVE HDCP HANDICAP HP HIGH POINT HTR, HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT MPD MULTI -PRODUCT DISPENSER MH MANHOLE NDC NOSE DOWN CURB N.T.S. NOT TO SCALE ❑HE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE PVMT PAVEMENT RCP REINF❑RCED CONCRETE PIPE RED. REDUCER R-O-W RIGHT-OF-WAY R.O. ROCK OUTCROP STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED & PROTECTED T.B. THRUST BLOCK TEL, TELEPHONE TC TOP OF CURB TYP, or Typ, TYPICAL UGE UNDERGROUND ELECTRIC WL WATER LINE WM WATER METER 5'R RADIUS IN FEET LIST SHT. 1/4: SHT. 2/4: SHT. 3/4: SHT. 4/4: '' AC 'SITE PL110 AFPR0VED OF DRAWINGS �ke&z%T_ 'l' COVER SHEET GENERAL NOTES and MISCELLANEOUS DETAILS SITE LAYOUT and LANDSCAPING PLAN SITE PLAN and EROSION & SEDIMENT CONTROL APPROVED BY THE ZONING ADMINISTRATOR COUNTY OF FREDERICK, VIRGINIA 11 THE HOME PLATE INC. - RECREATION CENTER PROJECT: THE HOME PLATE, INC. Proposed Recreation Center Corner of Warrior Road & Ivory Drive Stephens City, Virginia OWNER/ DEVELOPER: Matthew & Myra Croke 102 Clarendon Court Winchester, Virginia 22602 (540)667-2721 DESIGNER PAINTER - LEWIS, P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone: (540) 662-5792 Fax: (540)662-5793 Contact: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION. PIN: 86-A-102A SITE AREA: 50,000 Sq. Ft. (Current) 1.1478 Acres ZONING: B-2 GENERAL BUSINESS DISTRICT PROPOSED USE: RECREATIONAL FACILITY 18 Hole Miniature Golf Course 6 Batting Cages 1000 Sq. Ft. Office Facility CURRENT USE: Vacant ZONING REQUIREMENTS: DENSITY: Parcel Coverage Must Not Exceed 85% Coverage (Buildings & Drive Areas < 42,500 Sq. Ft.) SETBACKS: Front: 35 Ft. (Collector or Minor Streets) Rear: 0 Ft. Side: 0 Ft. BUILDING HEIGHT: 35 Ft. F.A.R.: 1.0 (Floor Area to Lot Area Ratio) PARKING: 1.5 Spaces Per Batting Cage 1.5 Spaces Per Golf Hole I Space Per 250 Sq. Ft. of Office PARKING REQUIRED: Batting Cages: 1.5 x 6 Cages -> 9 Spaces Miniature Golf: 1.5 x 18 Holes -> 27 Spaces Office: 960 Sq. Ft./250 Sq. Ft. -> 4 Spaces Total Spaces Required: -> 40 Spaces LANDSCAPING AND SCREENING: B-2 District: None Required RP District: Type "Bit Screen - Full Screen - 25' Active Buffer - 25' Inactive Buffer PROPOSED DEVELOPMENT: RECREATION FACILITY 18 Hole Miniature Golf Course 6 Batting Cages Office Facility - Area: 960 Sq Ft. - I Story, Hght.: 14'-0" R-O-W DEDIC.ATION 10' +/- Along Warrior Road Area: 1,310.84 Sq. Ft. LOT AREA: 48,689.16 Sq. Ft. (Proposed) (1.1177 Acres) FRONTAGE: 431.70 Ft. PARKING: 41 SPACES (Includes 2 ea. HDCP Van Accessible Spaces.) LOT COVERAGE: Buildings & Structures: 6,974 Sq. Ft. (0.1601 Acres) Parking/Entrances 16,806 Sq. Ft. (0.3858 Acres) Total Area: 23,780 Sq. Ft. (0.5459 Acres) OPEN SPACE: 24,909 Sq. Ft. (51.2%) 0.5718 Acres F.A.R. CALCULATION: 960 Sq. Ft. / 48,689.16 Sq. Ft. -> 0.0197 LANDSCAPING: RP District: 25' Inactive Area 25' Active Area Full Screen PARKING AREAS: 1 Tree Per 40' Perimeter (780' Perimeter/40' = 19.5 -> 20 TREES) 3' Hedge Along R-O-W (235' PERIMETER HEDGE) 5% Interior Landscaping Islands (16,806 Sq. Ft. x 5% = 840 Sq. Ft.) 1 Tree Per 10 Parking Spaces (41 Spaces/10 = 4 1 -> 5 Trees) PROVIDED: Perimeter: See Landscaping Plan & Notes Interior Islands: 1380 Sq. Ft. Interior Trees: See Landscaping Plan & Notes ZONING NOTES: 1. ALL PROPOSED EXTERIOR LIGHTING HAS BEEN INDICATED ON THE CONSTRUCTION DOCUMENTS. 2. NO DUMPSTER IS PROPOSED FOR THIS SITE. THE OWNER HAS PROVIDED A FENCED, TRASH CAN AREA FOR ALL REFUSE. THE OWNER SHALL REMOVE ALL TRASH FROM THE SITE ON A DAILY BASIS. 3. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. GENERAL NOTES: I. 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 SEPARATE FIELD SURVEY PERFORMED BY RITCHIE SURVEYS. THE TOPOGRAPHIC INFORMATION HAS BEEN BASED ON U.S.G.S. DATUM. A CONTOUR INTERVAL OF TWO (T) FEET WAS 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 WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. A LAND DISTURBANCE PERMIT MUST BE OBTAINED FROM THE FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION. 2 ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES, GRADING EASEMENT, AND THE EDGE OF THE EXISTING ROADWAYS. 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 Or' 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 so. SEED TYPE: RATE: MIN, PURITY(%) MIN. GERM.(%) KENTUCKY BLUEGRASS 45 Ib/Ac 97% 85% RHODE ISLAND BENT 10 Ib/Ac. 95% 65% K-31 TALL FESCUE 27 Ib/Ac. 95% 65% ANNUAL RYEGRASS 9 Ib/Ac. 98% 85% MULCH: 1.5 Tons/Ac. SMALL GRAIN STRAW FERTILIZER: 1000 Ib/Ac. 10-10-10 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 AND CLEARING DEBRIS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE FOR LATER USE. ALL REMAINING TOPSOIL SHALL BE SPREAD OR REMOVED OFF -SITE AS DESIRED BY THE OWNER. 3. IF APPLICABLE, ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED OFF -SITE AND PROPERLY DISPOSED BY THE CONTRACTOR. 4. IF APPLICABLE, ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL 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 GEOTECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. A MIX DESIGN TYPICALLY USED IN THIS AREA AND AS ACCEPTABLE TO THE COUNTY OF FREDERICK, VIRGINIA SHALL BE USED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.S.C.A.). 2. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08%. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SERVICE LATERAL CURRENTLY STUBBED OFF JUST INSIDE THE PROPERTY LIMITS. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 3. THE 3/4" DIA. COPPER WATER SERVICE SHALL BE INSTALLED AS SHOWN. THE SERVICE SHALL BE CONNECTED TO THE EXISTING SERVICE CURRENTLY STUBBED OFF JUST INSIDE THE PROPERTY LIMITS. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. 4. THE EXISTING WATER AND 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 EXISTING OFF -SITE, REGIONAL STORM WATER MANAGEMENT FACILITY LOCATED TOWARDS THE NORTHWESTERLY SIDE OF THE PROPERTY. ALL SURFACE RUNOFF SHALL BE CONVEYED TO THE EXISTING STORM WATER MANAGEMENT POND AND THE STORM SEWER SYSTEM VIA THE SITE CURBING, PROPOSED SWALES AND DRAINAGE STRUCTURES, AS SHOWN ON THE PLANS. PAVING AND CONCRETE: 1. THE PROPOSED WIDENING AND ENTRANCE SHALL RECEIVE A MINIMUM PAVEMENT SECTION OF 8" 21-B STONE, FINISHED AND COMPACTED; A BASE COURSE OF 3" BM-3 BITUMINOUS CONCRETE, FINISHED AND COMPACTED, AND A SURFACE COURSE OF I.5" SM-2A BITUMINOUS CONCRETE, FINISHED AND COMPACTED, OR MATCH THE EXISTING SECTION, WHICHEVER IS GREATER, ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL ON -SITE AISLES AND PARKING AREAS SHALL RECEIVE A BASE COURSE OF 6" 21-A STONE, FINISHED AND COMPACTED AND A SURFACE COURSE OF 2" SM-2A BITUMINOUS CONCRETE, FINISHED AND COMPACTED. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 3. ALL CONCRETE SHALL BE V.D.O.T. CLASSIFICATION A-3 CONCRETE. THE ENTRANCE CURB AND GUTTER SECTION SHALL BE CG-6. ALL CURBING ON -SITE SHALL BE V.D.O.T. CG-2 CURB SECTION. 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. BUILDING NOTES: OFFICE BUILDING: CONSTRUCTION TYPE: 5B, UNPROTECTED USE GROUP: A-3 METER BOX HARDWARE SERVICE METER PIPING METER SIZE YOKE 8 BOX et METER BOX COVER DIA. DIA, FORD NON -TRAFFIC FORD C32 3/4' 5/8" x3/4" (20 GPM) Y502 18 in. TRAFFIC FORD C32H FORD FORD NO. 30 MONITOR e V 5/8" x3/4" (20 GPM) Y504 24 in. COVER W/ RML-12 TOP LID 2 FORD FORD NO. 30 MONITOR e2 1" 3/4" (30 GPM) Y504 24 In. COVER W/ RML-12 TOP LID FORD FORD NO. 30 MONITOR e 2 1" 1" (50 GPM) Y504 24 in. COVER W/ RML-12 TOP LID AS IN NON -TRAFFIC AREAS - 12' THICK POLYETHELENE PLASTIC IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3' THICK WALLS e2 IN TRAFFIC AREAS - 3/4" x 30' x 30" STEEL PLATE WITH 22" DIA. CENTERED OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED BETWEEN LID 8 REINFORCED CONCRETE BOX varies as required •f Y treated 2"x 4" with top 6" painted blue meter cover set 2" above fin. grade prior 18" to sodding �iR3P14XX •f corporation stop 3" stone bedding I 18 - 21 •� meterby F C S.A. meter box surrounding box Rm % 30" deep 36" min. 45° 8" rein. water main type K copper tubing continuous _ without pints from main to meter NOTE: Exact location of meter box assembly to be approved prior to installation. METER SETTING PARTS LINE SIZE METER SIZE YOKE ANGLE YOKE BALL VALVE ANGLE CHECK VALVE EXPANSION WHEEL 314' SW It 3/4' Y502 BA94-223W HHCA94-323TD-G EC-23 1' 3/4' Y504 BA94-344W HHCA94-323TD-G EC-23 1' 11 Y504 BA94-444W HHCA94-444TD-G EC-4 ang e c eck valve with drain valve angle yoke ti I i ball valve U 6" stone betiding �--2 ft. Dansltlon to 3' meter curb as to - - _1 3/4' type K copper for -J single meter ostailabon t' x 3/4' wye Dual Meter Installation 5/8", 3/4", & 1" METER INSTALLATION Figures 5 if K copper a gutter AREA LIGHT DETAIL N.T.S. SEE SITE PLAN FOR LIGHT LOCATION(S) (ALL LIGHTS SHALL BE POSITIONED PRECLUDE DIRECT ILLUMINATION OFF -SITE.) 00 4 ... L 56" (MIN.) 3/4"0x16" THREADED ANCHOR BOLT (TYP.) COORDINATE SPACING AND NO. REQUIRED PER STD. MANUFACTURER. PROPOSED GRADE 4 A -. fro . Go ,gyp. d 24" DIA -� 4-#4 REBAR-3" MIN. CLEAR TYPE "A" CONCRETE (3000 PSI) .. 18" � 4' BY 4' CONC. BASE #5 REBAR 0 8" O.C. EACH WAY -- C2 Series (AC2440-M, 40OW) OR EQUIVALENT INGLE OR DOUBLE STD., AS INDICATED I D I - 3A - 38 - 3C s 4.8` smmm Do.ehwopproa.l2"GC to De ploced m oN area odpoc.nl G , (°olo bb lossill tt P••79 L=�•=7 •i to abuMaq cwlcrele to prevent gtlNtMnt. On on dll0le et goats booeWedwiMJ*44 Mdmator ".".Rod co,rwcswe •eroedroaddpod Esoonalon ,font Eeoaneion JOM- of : � c -c i-- .Rocs of Sioe"yk-". ---For detpils of trust Frome a eo.er t we St'd. tC-2. S1w•wer ' .• p.. C ®[..tees . Sees �. /, , �- rr••e.•e I °• T sl.•.«e Type A TV@ s I ' t f s'G i .4• Stw ~ cwlwets, wed te •eMr ."..r Ye-.. °• rR Z_ If {t HOSE DETAILS n n It 11 `M f 8wS A yeet of Cre Aee...on Mw !. u1 11 loss Gets., Critics, Contol JUNO *Now lk a. S Iwred C.W reel, run A CrOO Control Jon, =-p • -T}- I n bw r .wwseel.e A losses Curb ii .itn n"epel Co, Guttw is to be weteddreR .Is" 1 F--T PLAN we 30 sh �onis .c./• *` .. •� to w. ro fialso�� Nalso mor be ooretrn" , , which case net opon.lal points ",- edtl apply only, curb D or curb and gutter.b . tYb's. �•• 4..,L M E -t'4--j r r-i. ------ L -w.rw- re. to --� °• 3 D• t A I B SECTIONB-B f'^,-----------------------'---_-.+l'' Need tens. JeiM 'ben0 Appreew, Sao. J_ '- efweee eprtw 1 I were . .«. [ 8 =" -19' O r Dlewea, Type A rose dtlMf Shoff be used ar G ,... . Sers C I .I" M3 a CG-7 Srenderds. FRONT ELEVATION Tree 8 rw4e dotal moll be used -J IGwrr n"e•wel ,dM, CG-2 6 CG-G Stondardo i 3•dle"wlw "eepblo 10 be locelod '4 in Nte Went the nrert of the Out toll pipe ishighs, than the bollan to �dOdom "Wroriol.'Meep of The strut two, rho e..trI of the slr clove shot, be shaped with ct he f hels ••rtk I2't 12 pbttK has. - Notes Stanaprd Nets may be constructed wdh C-irle mats Ib prewm fiWidetg a pondrp Of .offer n The sfructure.The cloth 1/4',nssh or got•pMe.d stet Mock m occordonce oven m. dM." oho.m on eosl la, in.er I Shapng shofl be included m fine p„ce MC fm "Toshuctww.. Wife slue 0.03 inch, n.rmMr 4 Thoth sfundord or-9 D,-MS herd".re cloth Who..d firmly to For d~.lon. and Quantities rat ressr. sN en"er 2ef 12 .Alit" N strlscture. DI-3A DI-39 ----- DI-3C t- -, I----------- L --7 l0- J,L I 1 - L0-i ra w n .etp F., .ee aw rose. hM sides to be tfns"otrim whe" et"bird w oterr 0. oswf is r e. s•.ose fw emwdwso we ssr,son Hon IS-1 /1" " of Nr•r - er 0.4 a nwomm The •H•dwte"elon shays. on The Ssvdaid, and spot, I.ed out Me ViOn1 .ul be .Tie•... w wee.,.. ""r e.wwed - er •rrs w ." .r en• ..., ss seesse n,easurod tree, the neert of the 0.11911 pipe la Me top of ft. sir uCfurl, pion 'h' L.Wh W .lot ILI .111, w niwy, loss, be sty- or, pless. dlmemeah pre oppronmafe onr tOr eefrmping pwposes and the octuo, d,msnaans moll be determined by the canl,.Ctor loom herd condil'ions. : - ••H . -0..•Men. s•s.., MNr b ,s .. sn•••4 its Dent.. un rr...o4 awe itn M•m msy a er•ce•f « l•el m wl.. STANDARD CURB DROP INLET 12 =30 PIPE MAXIMUM DEPTH (H) = 8' VIRGINIA QDPARTMENT 104.09 TRANSPORTATION wee. Net. 0 Hardware dote 1 W. on ,o is. 1 11 P.+Med -- M is°• ..- 4-0'v Viow ,-- • • ro, Grua e1• 1 e F -2=e'- i d• T•, S., ST- SECTION A -A _• 1 Aew. r4,.a rawp.dp.•. r DETAIL WHEN USED ADJACEW TO CURS WITHOUT QUITTER Sheet I of 2 SPECIFICATION REFERENCE 302 SDR 35 spigot SDR 35 spigot by by gasketed -- SDR 21 gasketed bell 451 bend / bell adapter locator peg I ? I It *3'"**VNAM '� fit ''I iiiii�, is •'t' 1'll� t% • P �, `- SCH 40 I solvent SDR 35 8"x 4" I`_SDR 21 gasketed weld cap gasketed bell wye pipe and fittings property line Iff -118. ;if- I Listed difir .,,ptti, +aia. 4" pipe A L89% Irllf1111g11l1 It� 36" min. cover treated 2'x 4' with top 6" painted green GRAVITY SEWER SERVICE LATERAL Figure 15 Ld J z Q 0 J Q 1-- N� z O W J Z Q W W � N v Z O CL U 0 Q) 0 ®1 �_a _ Z � (7 N> Z� W 0 L W Q Q Y V Z W � 0 W�W �(, aUJ =�3�0 W L&J Z O = -• ~ W F- Z C)C) W O IZ d J O IL O N O CY) 0) V) N r- � -N � I I O N N Ir tD (0 co - co c0 _ 00 h 0L t > 0� i O O N I]J V C: O 4-1 -C -C L C It) X 0 .- Cn LL Q N Q O M a �- -ITH OF I'r a -per O ✓ T11JM . PAINTER No. 18260 7/97 {1 �SSjONAL �� SURVEY: C.I.: Ritchie N/A Surveys DRAWN: JOB NO.: N/A 9608003 SCALE: DATE: AS SHOWN 11-25-96 SHEET: 2/4 PLANT LIST HANDICAP PARSING DETAIL HANDICAP SIGN DETAIL N.T.S. N.T.S. HANDICAP SIGN 20 0 20 60 12" x 18" STD. Top = 742.60 CURBING Inv. Out = 738.95 Scale 1" = 20 ft !� ❑ Ai 12" x 6" STD. ;P SYMBOL (WHITE) ~ w STD. U-CHANNEL POST i W 0 I� I .ID BLUE BACKGROUND z I 11 J ! I 0 CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD ID SYMBOL QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS AS 17 Acer saccharum Sugar Maple 1 1/2"-2 1/2" cal. BM 18 Berberis mentorensis Mentor Barberry 3 gal. cont. CK 2 Comus kousa Kousa Dogwood 4'-6' A 21 Forsythia intermedia Border Forsythia 4'-6' 10' cc IC 53 Ilex crenata "Green Luster" Green Luster Japanese Holly 3 gal. Cont. 4' cc JCS 23 Juniperus Chinensis "Spearmint" Spearmint Chinese Juniper 4'-6' 6' cc JCS 6 Juniperus Chinensis "Saybrook Gold" Saybrook Gold Chinese Juniper 3 gal. Cont. 5' cc JHH 6 Juniperus horizontaiis "Hughs" Hughs Creeping Juniper 3 gal. cont. LMV 32 Lirlope muscarii "Variegata" 1 gal. Cont. 2' cc PS 13 Pinus strobus Eastern White Pine 4'-6' 10' cc TC 8 Tilia cordato Littleleaf Linden 1 1/2"-2 1/2" cal. 14' RE 15 Rhododendron "Exbury" Exbury Hybrid Azalea 3 gal. cont. cc(pink) I IALLAGE AT SHERANDO 54' SEC77ON / 'O PARKING I k P/N• 86A-5 DEER RUN OF SHERANDO o �' x I Q y NOTES: ❑ P/N• 86A-6-1 W Q 4 ZONED RP 9 1741 ❑ 1 W II I � II . 1. ALL CONSTRUCTION SHALL CONFORM TO ADA D.B. 792, P . 802 �. 12 USE.• TOIyNHOUSE COMPLEX 9 IBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. ZONED.• RP Q1 I O ., f 'AL FOR VAN ACCESSIBLE SPACES & Ex. MH SAL FOR OTHERS. USE.' OPEN SPACE ToP = 740.46 VAN 8 0 Inv. In=730.73 I ( Ex. DI-38, L=18' o ACCESSIBLE 8"0 Inv. Out =730.71 Top 739.48 DEER RUN OF 511MANOO `O W 2 n 21 '0 Inv. In=735.13 P/N. 86A-6-25 M=Marked Bol Q W Q 15 0 Inv. In = 735.39 on F.H. Q Inv. Out = 726.40 0 RCE I Ex. 21 0 RCP 1 "0 Inv. Out = 735.01 0. B. 792, Pg. 802 Je v. = 749. 67� �+ Inv. In = 728.48 -- - - -- _ - _. -___ _ _ .. - ZONED. RP Ex. 0l-38, L=16' USE.• OPEN SPACE 3 Ex. Dec. Top = 739.47 Ex. Dec.l o ❑ / Transformer 21 "ID Inv. In = 733.74 I +\ Box 21 '0 /n v. Out = 733. 6 N W I ❑ I 0 ❑Ex. WV , -❑ Ex. WV £x. WV Ex. 8" Water Main l Ex. DI-3C, L=12 Top = 74 1. 30 Ex. WV Ex. Ex. WV Top = 734.42 21 "0 /n In = 736. 03 In v. In = 726.68 B " v. I Ex. WV Inv. Out = 726.55 Q 21 0 Inv. Out=736.07 550' Sight Distance 200' Sight Distance ffi IVORY DRIVE I I h I VOR Y DRIVE Ex. DI - 7 200 to Warrior Road . 3 Top of Grate=746.18 50' R-O-W F.S.C.A. WILL PERFORM CUT EX. 50' R-O-W - 15"0 Inv. In =743.78 SPEED LIMIT.- 25 MPH I I 3/4"0 TAP AND INSTALL INSTALL AN 8"0 PLUG WIII Top DI 78,1.24 10' SPEED LIMIT: 25 MPH Ex. DI-3C, L=12' METER. THE CONTRACTOR & T.B. AND ABANDON Top = 734.42 SHALL FURNISH ALL REMAINING STUB IN 18"0 Inv. In=736.60 O Prop. DI-3B, L=14' lnv. In = 727.39 MATERIALS. PLACE, AS PER F.C.S.A. 1 0 - _ 53'11'32"W 5"ID l l 3655 T 742.24 Inv. Out = 727.34 _ I 21"0 Inv. Out 773645 18�0 Inv. = 73676 rI� 1�5 ---- -- -- -- Ex. DI-3A Ex. GV �:-CG=�- -- - =� cUir o0 kW O _ Me er-- Concrete Entrance __- 80.00'�op=746.72 u' _ o 1 ii► 1t ASn v. In -742.6 - 10 59.72' AS S 5 KI AS - A x.�5"0 �_ 15 rn Out 9 = o TBACK 10' 6 59' - - c r Inv. In = 727.79 Ex. GV Ri Rap A - �^ x.�`as flan " - A AS Ex. Gas Main r? 18 0 InN !n =i3s rz h 'n NOSEDOWN CURB & S 4 T'� �°` cn N A E'In8• 5'45'3 E 14 c u, TIE INTO THE CONCRETE ❑ 3T 6' 0 .vi o ENTRANCE. o , Ex. Storm Sewer Easement k F.C.S.A WILL INSTALL AN `i w o Top of EW=732.35 8"x4" TEE/WYE & CAP w � 42 o EXTEND THE EX. 18"0 0 r � IL � O Variab/e Width I � lnv. In = 72789 EX. 8"0 MAIN. NN t o_ LW PROPOSED RCP APPROXIMATELY 4' N 5 R PROP. SIGN \( ) 7 FCONTRACTOR SHAL BEGIN "iO' °p PARKING & INSTALL THE DI-38, ;n �O SW x 5'H `\ I 25.00' 4"0 LAT. FROM TEE/WYE. w W Q �� L=14E' STRUCTURE. HGHT.. 13 5'R �3/4" Water Service 06 5'R 7 75 R X NOTE: - Co br Tub�ng Typle "K 35' .R.L. --}- MATCH EX. CURB T9. � �� _-� �' &SIDEWALK ----- X � X Ex. Chalnlrnk Fence ACTUAL ARRANGEMENT OF (yp) PROPOSED v f THE GOLF HOLES MAY I I VARY FROM THE LAYOUT TC 16 4'0 N r� �" PARKING .� 0 AS SHOWN. FINAL LAYOUT I 6'48 E 0.00 SHALL BE DETERMINED Lim of - 4 0 an. Sew. L teral O' p ! �� 9 i f 2.31' IN THE FIELD. -'0.30' Stone Bedding-7PVCI Sch. '40, ®' 2.08� WA CONIC, 9 r, EWALI( �. t... _ - - DEDICATION I 13 BM • A 0 ° i 5 42 A S30'23'21" R O W DED CAT Ex. SWM Outlet Control Structure `' S5V4715"W J 21.7 1310.84 Sq. Ft. Top = 736.51 \ 11 FI 6 PS G 22.43' Q 0.0301 Acres Inv. In = 728.19 Z 1 U JHH 4' SIDEWALK ��+, ° 58'R 3 MINIATURE GOLF COURSE BEDDING DETAIL Inv, out=728.12 Prop. o " N.T.S. b(TYP )9h LMV 6"0 C.O. oKG yo ? 6 T R 55311 21 W Z I STREET WIDENING PROP. OFFICE 8t� 12'S1 0 10 --- Variable Prop.4' SIDEWALK RECREATION HALL �6`• 12.94' - L (A 1 STORY, HGHT.: 14' r It' S53.11 1"W 1-1/2- TO 2" LAYER OF PEA GRAVEL Tole PROPOSED REA: 960 Sq. Ft. 72.52 S' 1 2.51' ( yp-) CONCESSION & LANDSCAPING STONE (3/4"-l" Sieve Size) rn u' F.F.=746.50 A PERIMETER 6"x6" P.T. FORM �c PICNIC AREA ?O °a JCSG o PLAYING SURFACE U "� l. 6.; �' ° ✓.E.✓.P. CORPORATION o c00000c0000000000000000 #4 REINFORCING BAR (24 Long) Q,� `i MV 6'` `r , r 1.6' ec000c0000000000000000o PLACED AT 4' o.c. (Max.) hILLAG_AT5 -AN �v �W j ® 3/4"0 Water Line g C'O e __ I -.--� ° o°Oo .X W a m Qt 0 4 RE Co er Tubin T e "K ®O'9�'f��' . � � � 14.95' - 0 CG=1 HDCP 1 P/N.' 86-A-102 GOLF HOLE STRUCTURE o 0o SECMN // - OPEN SPACE ,("t Yard of 5.05'R P/N.' 86-A-102A c z iA in � � : ydran PARCEL 1 ?o � A. '- RE 25'R U 'RAMP D.B. 740, Pg. 515 O Pro 1' x 12' p 48 689.16 S Ft �� _ 5' ZONED. 6 i u D.B. 9 , Pg. 220 Q 4 G Light ' q' ' FRAME OF GOLF HOLE u Q �+ z" Yard USE VACANT M " I ZONED.• RP c Q_ V (Typ•) Q.1177 Acres) 6"0 CO�A ._0 3 -4 STONE BEDDING o COMPACTED EARTH SUBGRADE USE:' OPEN SPACE h ' N Q S#U FAC/L/TV 9 JCS Q Ex. Storm Water - c"v t �u C 0. V OPOSE Management Pond X 10 FI 7 P' o V MINIATURE G L =1 4 1CS AREA I C J ° BM LL OPTIONAL STONE WALK DETAIL 6 N.T.S. -f' '3 LMV \ o 4PROPOSED 6' IGH EARTH BERM (OR AS SHOWN ON PLANS) TOP = 646. E Slope: 1/4": 1'-0" or 6' HIGH OOD FENCE Of Q J 000 0000000000000000300 1"x6" P.T. FORM BOARD (SEE F NCE DETAIL) \\\\ � 000 000000000000000000000 2"x4" P.T. SUPPORT STAKE 60 X PLACED AT 4' o.c. (Max.) PAVEMENT STRUCTURE imit of • PROP. GROUND RESET VED II C 1 67.72' 86' 13' 1,V 42.13' N06' 18'08" E 61.51' C2 108.21' 1108.21' 06*01:11" 145.000 1030.00' 54.16' 154.15' N50' 10'46" E 1S5(r12'3CrW 108.16' C3 05'5741" 1040.00' 108.16' 4' 'C.Q IN C. ALK .. p 96 0' - 16'I 16' 16' 16' 16' 16' I I o ( I 0 �lr �tr �I N tnl PROPOSED 0 TTING CAGES -0 do �� 6 UNITS �' m ��� s o Q/ o/ &5 's 0 0 0 ONC. STEPS I M Z 0 D NOSEDOWN CURB & o) :1 9• - INTO T CONC. ; F1 �TIE 9' Typ ENTRANCE. LA o: I Q i 0 V Qp N I � i I CG-2 7.5'R � 25R I `t .05'R T^ 0 CG-1.2. HDCP 14.95' -i 0 R?4P. ---�'--18, 18 R-O-W DEDICATION Z PROPOSED I 1310.84 Sq. Ft. PARKIN _ _ i IQ y (0.0301 Acres) 9' TYP. DI I ; Y ' I \ I �- Stone Bedding 5 R 5 0 CGS 2 CURB T . / N20'09'24E 12 -12"0 PVC SDR-35 _ 8 CHAIN NK FACE 8' T'� TG Cr �o COMPACTED EARTH SUBGRADE >c 13.78' IPE o 2.08� N3548'29"W 262.44' 9.50' 0.50' Typ. 10 g,46 3200'Q: w 4" STONE WALKING SURFACE 0 Inv. N36'48'29"W�2.49' - T 3 � I Out = 740.00 10' TEMP. GRADING EASEMENT _ _ _ - - - _ 10' TEMP. GRADING EASEMENT 12' STREET WIDENING ��® ' o WARRIOR ROAD WIDENING � I CONCRETE WALK do TRASH PAD DETAIL Fe PAVEMENT DETAIL TYPICAL SEUj CTION Z N.T.S. ���µ+ / N.T.S. z N/� Z. 0 N.T.S. EXP. JOINT 4' �,+ G/ M $ CTION ✓. E. ✓. P. CORPORA770N X Q o MATERIAL OR AS SHOWN ON PLANS _ PIN- 86-A-102A W 3 I ( ) 2" SM 2AL BITUMINOUS 000000, D.B. 740, Pg. 515 3:1 SLOPE (Max.) o' CONCRETE SURFACE COURSE EX. LANE (18'+/-) 14' - 16' - - 4.5' VARIABLE Slope: 1/4*: 1'-0" o000000 000000 ZONED.• 9-2 N� 0000000 000 00 o0cc + 6" 21-A 000000 UM_.- 1/ACANT v0000000000000000000000C ✓OHN B. SH/FLETT STONE BASE 1 4":1'-0" SLOPE CROSS SLOPE = 1 4":1' SIDEWALK PAVEMENT STRUCTURE \coo* D000 PIN- 86-5-0 COMPACTED SUBGRADE 1.5" SM-2A CG-6 CG-2 CURB (Typ.) 4" STONE BEDDING 4" TYPE "A" CONCRETE (3000 psi) 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) ......................... 09 982, P- g. .:..:::............ ......... ...................................... / ZONED.• RP NOTE: 8" 21-B \ �' USE- RES/DENl7AL THE PAVEMENT TYPICAL SECTION SHALL / BE USED FOR ALL PARKING AREAS ON -SITE. COMPACTED SUBGRADE 12" _ 7 u> Z Z W O y Z W 0p O L� LLI U W O Q U 1__� a. c9 Z I= a U 0 O W Z 5 a a Ly rn N Q Q N O z CL Z oQ U LL jLLJ QZ J O Z Q tY V Q Z 0 _ La ID L W Q Q Y W pLAj aZ�h- LJ lad - 0 C OV.iQ�LA_ =W3 0o W Z ~ W Z CL w O U O X d d O O N 0 :3N 1") 04 I� r -N Ln 0 a I I O N N L (0 c0 4-' O t0 c0 0 . Y O) 00 0 L I' -4- 0 Ln in 1 C llJ�lf1 m c O t -C L u a :3 N X 0 .0 Q N Q O a TH y0fp,,,//��l'j Cu•I� U Tnim . PAINTER No. 18260 .�� _3� / -7�77 w� Off, �SslONAL SURVEY: C.I.: Ritchie 2' Surveys DRAWN: JOB NO.: TGP 9608003 SCALE: DATE: 1 "=20.0' 11-25-96 SHEET: 3 4 _)il TRASH AREA FENCE DETAII. CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD N.T.S. N.T.S. 1 /2 SPAN --I - - 1 /2 SPAN SCALLOP TOP OF FENCE, AS SHOWN. . to 2x6 TOP RAIL - 1 "x6" FACE BOARD, w YARD INLET DETAII. 67.72' 86'13'13" 45.00' 42.13' N06s 18'08" E 61.51' E:11 108.21 ' 06'01'11" 105*5741" 1030.00' 54.16' N50' 1 Oil E 108.16' 08.21' 1040.00' 54.15' S50'12'30"W 108.16' Top = 742.60 CONCRETE STEP DETAIL I Inv.. Out = 738.95 N.T.S. I III 1 2" EXP. JOINT II I l 4' WIDE CONCRETE STEPS MATERIAL I 1 #4 REINFORCING BAR IN TOE4?' IrSlope: 1/4":1'-O=Oveoll Height " II I 4W-4x4 POST O 8' CC - w I III 124' SIDEWALK � " \ I II I ii � I �_ � I 2x6 BOTTOM. RAIL I III 4' CONCRETE WALK - #4 REINFORCING BARS ATTACH RAILS TO POST II 0 i \\�/ O 12" O.C., E.W. I ! C) = 7 B1 PROP. GRADE W/3-10d(EA. RAIL) V 3 N 4 MIL VAPOR BARRIER II Q Il �\ UNDISTURBED EARTH O I I I I I! J �~ III Ito to i 0;3h1 NOTES: 1 p N p J Or I i W ALL CONCRETE SHALL BE 3000 psi CONCRETE. ( O � � 12" DIA. POST HOLE, I I I' v7 W I ALL CONCRETE SURFACES SHALL BE ROUGHENED WITH A BROOM FINISH. J FILL W/CONC. I IN I W W III I W 4.1 x47.69 Ex. MH NOTES: To = 740.4E ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE N0. 2. 8-PO Inv. In=730.73 I I Ex. 0l-38, L=18' I ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. 8"0 Inv. Out=730.71 Top = 739.48 FINISHED SIDE TO FACE BUILDING & PARKING AREA. 21 "0 Inv. In=735.13 M=Marked Bolt i GATE TO BE CONSTRUCTED OF SIMILAR MATERIALS. 15'0 Inv. In=735.39 on F.H. I u Inv. Out = 726.40 - 21 -0 Pill Ex. 21 / RCP 1 "0 Inv. Out = 735. 01 l e v. = 749. 67 3 In v. In = 728.48 - -- - -------- - - - -- - e Ex. DI-3B, L=16' °p ,,! �.47.6F t4ote. curb ftovtnq a roan of 300 ft «lea Ex. Dec. - -� Top = 739. 47 EX. Dec. 0 (abrp tote of curb)wiit be paid for as radial Transformer 21 "fd Inv. /n = 733. 74 \ Box curb. 2170 Inv. Out = 733.6 I " The I�Mt d pA o" be reduced as much os 3" / / \� \ /ill PIS ds0lWor blCeeaes+f as much as 3"(21 depth) 4��\ / /' m order Rtol the bottom of curb will coincide with the top of a course of the pavement skook okm OR"rvnae the depth rs to be 18" as NeeIR.t in me p Ke bid is to be /� 1 \ / mob fora fnpew ore do, awnsitse in depth / £X. WV / -� Ex. 8" Water Main _ -- - _ --- _ -� m ,,47.69 4- Ex. *1 £x. WV '� - _ Ex. Dl-3C. L=12' - - - -- - -- -- ---- ---- / x. D - , r= - - - _ 7 _ - To 734.42 Top = 74 1. 30 Ex. WV Ex. Ex. WV ° In In = 726.68 ^ 21 e0 Irv. In 736.03 I ? Ex. WV L ��� 21 0 Inv. Out = 736.07 C.oncraM to e Clogs A3 it---- ^ q� cn -- Inv. Out = 726.55 �I "�° 550' Slight Distance 200' Sight Distance (IV b.° K cost in place , 4000 Pal if .a ° 6 5aA«e / VOR Y DR/ VE N i / VOR Y DR/ VE W �' Ex. DI-7 precool �_ o -_ . _ __.. _ _ --- - - _ _._ _ - - - - - - 58_ 13 - 3�'----- 37. b7 ,, 8. 6 200' to Wa IOr Road e'° j„{ 3 6 _ 7.69 Top o of Grate=746.18 7c . i,.i� -_ fib- - _. - - --- -- -*- - -- �- - - - -- --- _ _. - t`-1� _ - - LZ----- - - X4Z _ P a o 50' R-O-W x F.S.C.A. WILL PERFORM CUT EX. STUB dt 4G•1A �' S0' R 0 W 472 �- 15'0 Inv. In=743.78 6 I I I 1 q � i � 11 ..«Irll s►..« so 0 I i II TOE NAIL EA. 1 x6 Ci II I I I) W1 2-8d EA. RAIL w n Ex. DI-38, L=16' I I 2x6 TOP RAIL o_ I -♦ CONAGA ,h.mber ( Dom ion Dimemions in inches Top Sire 5lroiner Sixe Pipe Site Inside Caulk H Short H Topped Owlet H Spgot Beg Trap H Inside Coulk Bell io H 9.9 12 x 12 7y4 10 3 3 R-4931-8 R-4931-C 6 6 R-4932-R R-49 2{ 7yfr 7 R-N31-R R-.934{ 7yf 6. -- 11;35-C - 11 -- R-49 6 C I I I 12 x 12 16x16 20x20 24x24 10 13 16 20 4 4 4 6 R-4931-D R-4931-E R-4931-F 6 7 11 13 1-4932 D R4932-4 R49]1f R-4931•b 7 7 I1 13 R-4934-D R-49344 0-4934f 6 7 I1 "1 -- R-4935-F l-493S-f -- - 13y5 14y9 - -- 149364E R-493E-F -- - I3 14'ti - SPEED LIMIT. 25 MPH 3/4"O TAP \ METER. THE AND INSTALL CONTRACTOR INSTALL AN 8 O PLUG do T.B. AND ABANDON W kl I Ex. DI-3B, L-10' SPEED LIMIT. 25 MPH 1 A ° Ex. Top DI-3C, L=12' 734.42 SHALL FURNISH ALL REMAINING STUB IN Top = 741.24\ �'36.60 This ttden mey a pebft o tact In plot. Inv. = In = 727.39 MATERIALS. PROP. PLACE, AS PER F.C.S.A. S53' 1 1'32"W 18'0 Inv. In = 15"0 Inv. In=7.36.55 R Gp 1 -- • A. Inv. Out = 727.34 WATER METER A Prop. DI-3B L=14' 10.00' = 4- 5, 1 sdtbbose ---- - - - - _ - - - 5 -- _. - _ - _ - - - -=_ - - - -- - -_ ---- - - - fio 742.2 - - - ,1.-_ - -- „ \ S ` Ex. DI-3A _ -- --- E�.- % / en (P Ex. GV This curb Is to be used when design speeo �s 40 MPH or lest on Rural highways and 6" -i O . - - 35. FL 36.1-� �o �7, n4 3 18�� I v. OU�=-�30. / ry Fl6 _ - 4L. C2 _ 80.00_ ' �• - ._„ `��To = 746. 72 �? 0 45 MPH or less m developed urban and suburb areas - - _. -. - - - ._.._. -` --- '---- 08 - - -- - '28" -- - ao ---- �._ ,__ - _.--- - U 42 x. 15 -� - - 510 /nV. In = 742. / 1 N � '' . ' -- + --- 59.72' 3 E 20.83' , 4 0 5' PARKING -- Rc -�-�_ 15'Sd 4) Out 9 - = _-_+ =�f do' o _^ CG-2 STANDARD CURB DETAII. Inv. In = 727.79 Ex. GV SF 8.4 7. Ex Gas Mal ? � _ Ex. Gas l laln 19 1�1 - N.T.S. - u, 9.6 I o � 4. NOSE N CUR 44 1 0 / v diC _ 7 R 5+32'4�3' �� 35 45'3� E _ I] _ N n O c� Nola. comb cob a putter having a ro&n at Sol less (dn+q face of curb) shall be paid for as radial combination curb 8 gam, I�411"1 a This earn may M precast or cast n place ' 4 - Concrete to be Goss A3 i1 cost to Place• --� 4000AI of pricost e A A A A A . j I A. 4 A X • ♦ ♦ :, •'. 1. p • • • - • TM bottom of the curb and gWlar may be cons,r uc Nd parallel to the slope of sub- I sur loco courses provided a minimum depth of 7" is This area may be concrete mOlnlalned at the option of the contractor I u U Thq curb is to be used when �• design speed is 40 MPH or less (t on Rural highways and 45 MPH or leas in developed urban 9 suburban `1C areas X •c° CG-6 CURB I GUTTER DETAIL N.T.S. W X EROSION & SEDIMENT CONTROL KEY R •a m,, cart TlE 0 THE CONCRETE A 38 IP E 70.18 - 4�6, J C.S.A WIL A AN -4 cn 01 � NCE_ - -1 + `b k Top of Ell = 732.35 8" x4" TE E dt CAP 4 l " a I ro " = 740 45.0 45.2 'ice \ W Inv. In = 72789 I EX. 8"+� AIN. NN e i c o PROPOSED EXTEND THE EX. 18"0 �' S R - 0 CoNT CTOR S BEGIN `� �D o N PARKING RCP APPROXIMATELY 4 _ I 4" LAT. FROM TEE/ l,, & INSTALL THE a-38, __ 38.9 5'R 3/4" Water Servicd L=i14' STRUCTURE., 5'R X _ I r' Tu b T pie '�kC' 35' iB R. L. X - X Ex. Chalnl/nk Fence �,\ S I 45.4 45• --750 PROPOSED 4 S 4 Y I I / ,36`48'2 E �16] ! 5 R PARKING " ' as.s �549'24 25 W an. w. a era Dayo t Drain 1 t, 4' CONC. �y .2.31' 1.5 _ PVC S OZP89e at Cu 1 t WK � 4 �. l 4 4. - SIDEWALK_ ;. - _ . 2 1 42 ®ylignt Drain 4 6.4 R - Sk 3'21'"W - --- - °r° S56'47'15"W Y 21.7 Ex. SKI Outlet Control Structure --r- at Curb 5 9 � j Top = 736.51 G 6.1 22.43 Q Inv. In = 728.19 x I 1 Ex. Vegetation 4' SIDEWALK i 58, Inv. Out=728.12 Z Pro. (To Be Removed) O " S53'11 21 W I STREET WIDENING Q b(Ty .) 44.5 s"m C. 0. +PROP. OrFII do 46 46,1 R 12.51' r� j Z Prop. - I RECREA ON;�LL . ". -,1 45•'c Golf TO PS MU 46 P,F.= 740.50 1* I " Hole PROPOSED 6.3 �0 //`jk ' - 053e 1 ' 21 W 1 1 (Typ•) CONCESSION 48. & ,� 12.51 fin x I Q PICNIC AREA " 6. pO OR 1 v Yard /4 0 W r Line e� CO 1. i6' X cr- Hydran Co er ublin T e "K" ,'� .5. j W}}uu Top of 48. '• ' ' b. 72 Z o j P 1 p ,o• 4 pal ' rat 745.9a 25'R G. 2 HDCP Y v Im Prop. 48 6$9. 6 S Ft. 8�� e 6 N _ RAM . PROPOSED 6 HIGH EARTH BERM I Q Light , q 3 7. Yard CG 2 TOP = 646.00 X Q in 2 �' Drai + $O a (Typ.) (1 .1177 Acres) 6"0 C•O, � NOSEDOWN CURB & or 6 HIGH WOOD FENCE I• E UE U to 6 750 70' O• TIE INTO THE CONC. (SEE FENCE DETAIL) lv Q , °+ 7 u J o O ENTRANCE. c u I4ti.8 I 46.8 N �c Q ❑u Ex. Storm Water v a a a C - DD O D Management Pond o o o o o 0oc 0 C C a o." PROPOSEDts5 i X49.a, u af MINIATURE GOLF 0 (n N E D 0O o a 04 00AREA 1 I N V , 462 m u 46. 24 46. 2 4 . ' I C- a' a' ° o I vt� - - - - c9 m © , P, POSE6 BA INi; I C GES 6 U 49.1_ o Wit- CG-12 HDCP 5" CO SLA -GRAD i 05 R 48.9 .RAM - x o (S Sp Ificat ins) oQ Q .6 - R PROPOSED PARK1Nq N b• v Q ? 49.41 \ I CL 3 - cY� Q '� Q Y O i x 0L) F46.-- i 8 l 46. ao 750 ^ I f W 30 0 44. 22 0` I �' 3.02 TEMPORARY STONE 000000o0,0000000000 CONSTRUCTION CE 0000000000000000000 10!02 ENTRANCE 020?0?0?0?0?0 ° 3.05 SILT FENCE $F X-_ X -X-X 3.07 STORM DRAIN INLET PROTECTION 3.19 RIPRAP RR 3.30 TOPSOILING TO TO 3.32 PERMANENT SEEDING P$ PS 3.35 MULCHING / + R 46.8If - --- -- I O N20'09'24" E 25'-12" SDR-35 8 CHAIN NK CE 49. 4 5'R ^ 5' 49 50.2 / 13.78' SF PIPE O 2 5.0 �,2�" , 48 -1 --� 49.3 49.8 d x 49. 1 0 Inv. TO PS Mu N36)W'29"W 272.49' TO PS Mu 3 `` Out = 740.00 Ex. Vegetation (To Be Removed) 52 I a STREET WIDENING ce 1� 10' TEMP. GRADING EASEMENT 10' TEMP. GRADING EASEMENT Gro\c+ / 1 a.6F r \ / 150 t + ^' 20 0 20 60 1 02 „Sin. 39 ^ Scale 1" = 20 ft I R-O-W DEDICATION 1310.84 Sq. Ft. (0.0301 Acres) -O-W DEDICATION 310.84 Sq. Ft. 0.0301 Acres) I I 0 Z w ~ z w O � v 0 0 cn U 1.,.! a U a- z o w C) Q z III _j 5 Q x a- 0) N 101 UQ Z 0 N Z _ � iW ID LLJWaQY V Ile- VOCW �Z=I-- p O 0 V) Lill LlaJ � iQ�(y Q1� O W a =W3Zo W O 2 � ~ W Z O U W O a_ d O O O N U)° rnrn N � � - N 1n III � I I � a cD cp Y •rn 00 () L � O N 0] U) c O -C s L U 3 N X O C Q N a o IN OF 1't ed-' TIMOTHY . PAINTER 9 No. 18260 W� �' 'p ti s010NAL SURVEY: C. I.: Ritchie 2' Surveys DRAWN: JOB NO.: TGP 9608003 SCALE: DATE: 1"=20.0' 11-25-96 SHEET: 4/4