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HomeMy WebLinkAbout25-02 Hodgson Sportsplex - Back Creek - Backfile (2)I .. I EX. SS J M H . . `,� �` ' -. SIR.4 USE: VACANT RIM 751.50 v 11"p TYPE: DRAT y } / / ` TYPE.• ORA1N BASIN INVERT IN 749.50 C6 RIM 751.50 V RIM = 51. 91 /r <L +IC ) RIM 751.25 INVERT OUT 749.30 C5 INVERT JUT 75 .0 INVERT IN 748.65 C5 INV. OU`f=742. i Q Q \INVERT OUT 748.45 C4 4 �/ V N z ! EXIST. 4 PVC ��B , 15 3 JJ I ! 9 �.I.L j � 'I � 1 `-r-CONDUIT • • 41 A NIS*- - is c n STOP SIGN LATERAL TO ENTER AT''..MANHOLE rn ' REQUIRED I N322203E '''_ _ _ 260.80 BENCH. CORE DRILL NEW INVERT I AT BENCH. ELEV.=743.35 S PROVIDE-S ADAPTER. KOR-N EAL ADAPT INSTALLED BY CONTRACTOR. ✓... :...... c� I C.O. ��.. , TELE PED. -•'a ��t - a` DIA 12in,CPP ,`! GASr PROPOSED GAS SERVICE PROP.' 20.' f)` r - - - _ _ \ELEC. PED. r `n TyATER' •LINE ' R5- 6 CPP 275 FT. ���D M� • : �. FiRE DEPT. NO. OF CLEANOUTS PER FREDERICK CONNECTION COUNTY INSPECTIONS DEPT. I `�� f SEE DETAIL SHEET 6 I 7 rcc ' ' ' ' ' ' ' ' ' ' " 1 112" WATER J �..: ;� ' METER ( �; REMOVE EX FIRE HYDRANT/ :s R4'=. P 4" SEWER LATERAL ROOF N ' INSTALL 1-8 TEE .... ' PROPOSED (TYP AL) i I ® .:.:.:.:.:.:.:. . .:..'.'.'.'.� -.'.'.':'.'.'.'.'.'.'.' ' WITH cLEANour RELOCATE THE HYDRANT i .. .. -? INSTALL 2 - 8' GATE VA �VES ® TERAL' ElEu: AT' ' '..' ' ; (KITCHEN WASTE ONLY) f.. INSTALL. 1- F.H. ASSENB Y :. :':'.':':':.':':'::':':':'. A STORM::':': :'::' :.::::: { 57,750 S.F. SPORTSPLEX ®cz: �,.... O ®....:.............'.'.'..'..... LATERAL INV=746.25 I R o P05 �= CLEAIJOUT'FixTL�Rs:ro:::;;:: :: 21,000 S.F. EXPANSION PROVIDED r - :.,.. BE. TRAFF/C::a ........: :..........' " 21 000 S, i 1- r ...... 6 SEWER LATERAL - w I H ASSE BLY ULTIMATE AREA - 78,750 S.'.1-8"x6" REDUCER 20t00 22.00.....':':.'.'.'.'.:.'.'.':.'.'.'.'.'.'.'.'.',`.'.'.'.'.'.'.'..'.'..'.'.. (OTHER THAN KITCHEN C K P AN S 10 /J { { 1-6" GATE VALVE 20.0 • • • • • )' ' 20.,00 ' 2Q00 'R3=8"'CPP'.. WASTE) .................:' :=��:.�:'...... zo:oo F.F. - 751.'75 b :'I :':. { ::::' ':'.':':':':':'::':' U :': .'.':'.':':'.....::. �i% PAR} A�7 S pACCS f SEA: N/F VALLEY LUMBER TMP 63 ((A)) 91 B ' ZONED: B-3 I USE: VACANT I I ff LOT 2 t2.000 ACRES SIR. 2 1 TYPE: Dl-7 ! 1 RiM 749.50 INVERT IN 746.30 C3 1 INVERT OUT 746,10 C2 0 r PROVIDE TYPE III GRATE 1 I f 1 i r r i f f i r 1f r STR.1 I t f TYPE: ES-1 i' 1 INVERT OUT 748.50 Cl i J / It: / z co ��" Z J�V o vJ 0 STR.3 TYPE: DI-1 RIM 750.00 INVERT IN 747.80 C4 INVERT IN 748.30 R5 INVERT OUT 747.30 C3 N/F PROVIDE TRAFFIC BEARING DAVID B. HOLLIDAY Ri✓vt ARID GRATE TMP 63 ((A)) 91 D ZONED: B-3 TYPE5 DRAIN BASIN ...............':'.':...Zo. :::::::::::::::::::: :: LOT 3 N ' ....... ........t 1 ..... ............... ® ..'.'...'.'.'.. F . 1..... �,.' E. 5.994 ACRES. ................ ................................... 4'.......... ................................ ...................... 6 .,.. , , ....... R CPP, I O ..` p z...� 4 .. WALL MOUNTED HANDICAP PARKING SIGNS . ........'.'.'.'.'.'..'.'.'.'.'.'.'.' w• 6.00' INSTALLED PER WRGIN14 STATE CODE SECTION 36-99.1 f EiGHT RF_Q'D. e.'.'.'.'.'.'.....:::::.....:...:.:. . :':'.':':':':':':':':'::....... f :i V. ® ..... q o.................... I .. ...... ............... $'.f7 'CONCRETE 1DElkgl '• ;4�'. o ����`' ; . O. . . 00 4cV`:' . mod' I.' °¢ .. N / ® '. 0 t .. .. ..•� �. .. .. .. 5�,..... ..... .. .•.� / . �.... 8, :0 $: •�0'8.0 0 8 8.0..8.0..8:0.8:0.�' .'8.0 .0 Tigr . . . . . . . . . . . . . . . . . . . . . . . . . .L �............. .... ;mac,'.. ...'................................. .T ER.' 11RE'.TO. U.TTR.� EY'... ASS .3... ... .... .N ... ... ... ........................................ N................................... �..:.................................................................. OVER'90 FT:''TYP:'Q 2 PLACES' .......................Ylilp ,. :a=............................................................................................................................' .. .. .. .. .. .. .. .. .I ............ '.� S>' .... R' .. .. .. I. i ii .. GO . 1' . . 4 .. .. 1.. ® W cvzia P S ® / �� ® F C LEN:'152 SLOPE.'167q.'..............'.DIA.'1'5in.C. END SECTION / .. 9 ,.- ::........ f57.68 STR.:END SECTION INVERT IN 744.50 C2 INVERT OUT 745.00 C7 ^1 ° / ... . 0......'.'20 ..'. ... �................... '•'.'2600•` :' '•'•'22,00........... / to �� .. ® t 20:00' -'2- 2:00 • 1 •' 20,00'• PROVIDE EC-1 PROVIDE EC-1 o do .�... Q ................ .. .0 7'.. ac .'.. r� .'.............'... �.. v.. IL :.:.:.:..... .:.:.:.:.:.:.:.:.:.:�: :':'; ° END SECTION / ,! SQ STA 1 +51.77 •:.:.:.:::.:.: INVERT IN 746.00 / `��1 t 10 1 r .�' ........ PROVIDE EC-1 ' :':':.'. ° ...... ....... /` ..'' �':'.'.'.'..' '..'.'.':'.':' 50' B.R.L. �_ 1 _ .. ... 8 � /rr ° g.'•'''''''''•'''''''''' ...:..... ................. ® PROPOSED PEDESTAL SiGN / r ....... ° SEE NOTES 1 AND 9 T_�)Ask c> ~~ ®' 6y4 ' 4 /� / ; . �P CE ` EX. 'WATER �ALVE co t S 32'24'29" W 1096.67' OUTLET 2- Qo ao OUTLET 1 IW..OUT=742.5 OUTLET 3 t �� Tp �- -� INV. OUT=742.5 1W..OUT--743.0 �.rj ter. J LIP OF FLARED tt END SECTI r INTERSTATE I-81 EXPANSION AND IMPROVEMENT PANS MAY POSSIBLY IMPACT THIS SITE IN THE FUTURE. ON = 740.73 / 36" RCP - INVERT = 740.27 ,GRAPH/CSCALE 30 75 0 30 60 /N FEET 1 inch = 30 ft. S.B.L. INTERSTATE ROUTE 81 - VARIABLE WIDTH R/W-65 MPH POSTED SPEED LIMIT 1'Q'z �ffip o PROJECT SUMMARY TAX IDENTIFICATION NUMBER 63-A-91C EXISTING PARCEL AREA 5.99 ACRES ZONING B3 ADDRESS COMMONWEALTH BLVD. CURRENT USE VACANT PROPOSED USE SPORTSPLEX DISTURBED AREA 5.50 ACRES SETBACK - REQUIRE PR VI Ell FRONT 35' 51'+ SIDE 15' 301+ %d ( Pad sc �a ego I 1-F.H. ASSEMBLY TAP BY F.C.S.A. (TYP. OF 2) I 12" NYLOPLAST DROP INLET W/TRAFFIC BEARING GRATE (TYPICAL OF 6) I STR 9 TYPE: DRAIN BASIN Oivi i l RiM 751.50 INVERT OUT 749.50 C9 , j� �MeRgeN�� A c 6 s5 I CA,, STR 8 v ( TYPE:DRAIN BASIN RIM 751.50 m INVERT iN 748.70 C9 --�--� INVERT OUT 748.50 C8 I REAR(I-81) 50' 212'+ PARKING 5' 5.5' BUILDING HEIGHT 35' (MAX.) 24'(+/-) TOTAL GROUND FLOOR AREA 57,750 SQ.FT. (PHASE 1) 78,750 SQ.FT. (PHASE 2) FAR ALLOWED 1.0 FAR PROVIDED 0,29 (PHASE 2) MINIMUM LANDSCAPED AREA 25% 1.498 AC. LANDSCAPED AREA PROVIDED 2.36 AC, 39.4% PAVEMENT AREA 1.82 ACRES PARKING RE UIR PROVIDED (PH 1) PROVIDED (PH 2) SPORTSPLEX 250 le2a3 250 HANDICAP SPACES 7 8 8 LOADING SPACES 1 1 1 PARKING LAN APING PARKING LOT PERIMETER 2183 FT, PERIMETER TREES REQUIRED 54.60 (01/40 FT.) PERIMETER TREES PROVIDED 55 INTERIOR TREES REQUIRED 24.9 (01/10 SP.) INTERIOR TREES PROVIDED 25 TOTAL TREES REQUIRED 80 TOTAL TREES PROVIDED 80 PARKING LOT LANDSCAPING REQ'D. 13,046 SO, FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 14,450 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2, ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE 3. All REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND Al 17.1-92. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FiRE MARSHALL REQUIREMENTS. 6.ALL UTILITIES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND ACCESSIBLE ROUiES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALT. MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES, MAX SIGN HEIGHT= 35'. MAX SiGN AREA,-- 150 S.F. 10.NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. N/F 11.THE CLEAN -OUTS ON THE SEWER MWN SHALL BE LOCATED A MAXIMUM OF HOOD DAIRIES 100 FT, APART AND HAVE APPROVED TRAFFIC COVERS. TMP 63 ((A)) 86 12.BUILDINGS SHALL. COMPLY WiTH THE VIRGINIA STATEWIDE BUILDING CODE & ZONED:M2 SECTION 303 GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING P USE: INDUSTRIAL CODE/1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE WB 101 P 1673 AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMITTED APPLICATION SHALL BE SEALED BY A ViRGiNIA LICENSED DESIGN v 0 RA 1,0 e+ Pj A s I Al +0 PROFESSIONAL. ^' 13.PLEASE NOTE THE REQUIREMENT'S IN CHAPTER 17 OF BOCA FOR SPECW I 6e Aoki eJ u-1+L Pa o f'' ' - e J INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE, ETC.) IX p. ,vs 10 A 14. NOTE THE REQUIREMENTS IN SECTION 507 OF BOCA FOR UNLIMITED AREA BUILDINGS. Te.NPo�y S'WAie fo P- C+CAlSl,0AJ PoAJd ( w III be STR 7 I TYP EDRAiN BASIN RIM 75 1.50 0 INVERT IN 747,70 C8 INVERT OUT 747.50 C �� J 10 z t/WAIAl R L SEEDING REQUIREMENTS AL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM Poo& s 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. wftl v . LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. LIGHTING LEGEND + LITHONIA KAD 250M MH 4-FIXTURE MOUNTING HEIGHT-20' LITHONIA KAD 250M MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. PROVIDE 4 FT. GAP IN CURB FOR DRAINAGE TRIP GENERATION ITE, 6TH EDITION ESTIMATEI;; THIS SiTE AT FULL DEVEL<JP'MENT WOULD GENERATE 542 T.F.D. USE CODE- 435 I TP / RAILROAD SPIKE 6DDUND IN ' 30" CHERR Y TREE PLANTING SCHEDULE COMMON NAVE SIZE AT TIME OF PLANTING SPACING QUANTITY O PIN OAK 2' CAT.. 0 6• HIGH AS SHOWN 30 RED MAPLE 2'CAL 0 6 H HIG AS SHOWN 32 EASTERN RED BUD 2' CAL AT 6' HIGH AS SHOWN 18 HETZ HOLLY 36' HEIGHT AS SHOWN 91 LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER - PRQPDSED STANDARD PAVED AREA (8' 216/2' SW 2A) PROPOSED CONCRETE AREA ' •; ' i. , PROPOSED GRASS AREA PROPOSED EASEMENT AREA ZONING BOUNDARY ZB UTILITY PEDESTALS FT El EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN -.-----4 Wi-- EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX i w+--r EXISTING SM. SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE -►S.S.+----•----+S.S+- PROPOSED UNDERGROUND ELECTRIC SERVICE ---- I ELEC - PROPOSED UNDERGROUND TELEPHONE SERVICE - -1TELI PROPOSED GAS SERVICE ----IGAS! CG-12 HANKAPPED ALUM RAMP n_ V) z Ld 0 0 zz w � o a W s w w a 0 w V) w N 1 i Q rn 0 �`11fA En 0 z o ° w Ow w . w Z .saw o few. 00 q pa v� U U W W SCALE: DRAWN BYc ✓. D. S. PROJECT NO. DATE 51,3%2 SHEET 2 OF 6 / . `' / • / r �,Q Additional parking for Accessory Uses is available, by separate agreement, with the Carquest Facility I j at Commonwealth Blvd and Valley Pike. 145 spaces have been made available to the Sportsplex during ° / ♦ Q. i " ` the hours of 5.00 pm to 8: 00 am. This >17Kng I I ♦ r / S7R.3 PROViQE 6 LEYLAND CYPRESS lot is withing walking distance of the Spor TYPE: Di -I MIN PLANTING HEIGHT - 4 FT. 1 /L ry �• F RIM 750.00 SPACING AS SHOWN ## INVERT IN 747.80 C4 I i INVERT,O♦ r INVERT IN 748.30 R5 DUMPSTER PAD. PROVIDE N F l `'V N Al PROVIDE TRAFFIC BEARING 6 OPAQUE BOARD FENCE DAVID B. HOLLIDAY Z)* ,$�' �c,� RIM AND GRATE WTH DOUBLE SWING GATE P r O 201 TM 63 ((A)) 91D STR.5 }' f. �,/ ♦ ZONED: B-3 TYPE. • DRAIN BASIN O `SIR•4 USE: VACANTRJM 751.50 TYPE: DRAIN BASIN EX. SS ; MH. / `T ', TYPE. DRAIN BASIN INVERT IN 749.50 C6 I i • RIM 751.50 t RIM = 51.91 l '� R!M 751.25 _ . _ _.. _ _ -...._ ..__ -__ --...1NV_ERT_.OUT 749.3O.C5 .... t I-f.h'.r, _._ ___ .___ __._ 1NVERT.01750Q0_.C6.-_, -r INVERT iN 748,65 C5 INV. OUT-742.6 # i �� ho EXIST. 4 PVC INVERT OUT 748.45 C4 I I ry �Q CONDUIT - - - - _ - - - - S 3272 03 W - - - 441.20 1 v,- STOP SIGN h __ _._ _._ CORE DRILL NEW INVERT q, - w :-J AT BENCH. ELEV.=743.35 1' REQUIRED 1000 ���� • n I PROVIDE KOR-N-SEAL.. ADAPTS . '•`� � .. - � " ti - - " '�- � INSTALLED BY CONTRACTOR. . ? :" s>> , ti �. 4 'EMERGENCY--- CMS C6 LEN 104 ST i L- A � ., PROPOSED GAS SERVICE ' TILE RED. -.:.�?----------------- ELEC. PED. -: 0: R5 6" CPP. • :6 1 - ;:.::a�Ne -s'AT� VALVE - 275 FT. 100 FT. J ONplS£MEI - RE DEFT I i REMOVE EX. FIRE HYDRANT ; :':: : =::: ' y :g�.- ;' ;'. - : ' ' :- ;; CONNECTION LOADING DOCK (1612) • INSTALL 1-8' TEE : :' .. - �''; 1 112 WATER INSTALL 8' GATE VALVE ! 1-90• BEND r E+� ; METER CR PAD - 8 CONCRETE 45.00 I RELOCATE F.H. ASSEMBLY I ® .. -.112.00 . I � . -. -' ; R4=:6x. P GREASE TRAP 4' SEWER LATERAL ROOF DRAIN ---� WITH CLEANOUT P R O P V S E D (TYPICAL)cc KITCHEN WASTE ONLY: S SEWER 0 1.2 z SQR35 f' ;:; :1 ;-:;; ;:;:;;' { 57,750 S.F. SPORTSPLEX AND EVENT CENTER ' ... LATERAL iNV.=746.25 21,000 S.F. EXPANSION PROVIDED ®: ; ::': ; .:;.:.. ; PHASE TWO = J, .; 1-F.H. ASSEMBLY r :':: ;,:_:: .:.:.::. ....•;: 6" SEWER LATERAL ULTIMATE AREA = 78,750 S.F. i ma>,c .1-8xs REDUCER : 2000 :::22.00 , - (OTHER THAN KITCHENBUILDING EXPANSION 20.0 . • ::' '. •; ' 2f100 :...20.00' _ .. ' OGIil3r8� CPP WASTE) - - F.F. - 751.75 E� 219000 S.F. N/F :� .' ; ; ; 1.0T 3 : VALLEY LUMBER ®'RiM=75rt60..;:.._.;.;- ;.;..• ;.... ; ;• •.• ...• 6.00 I I �' EX. 5.994 ACRES p TMP 63 ((A)) 916 _ .::' _ 5.45.'.'.....; :'. r.: _ Cad. ; ZONED: B-3 I ! ® INV:OttT'Z4523:'.'.'.'.;.;.;.; ::;-.:: ;;; :.;. • :.'.. -:: • - - ; ATERTIGHTUSE: VACANT II j FRAME4-CO0-_.;.;,;..;.;.;.;;.... ; :: ;,: �• o .i .:.. Sz - I ;re �; cs WALL MOUNTED HANDICAP PARKING SIGNS , ....:': '; :.; ..... -:. INSTALLED PER VIRGINiA STATE CODE I a LOT �£°. I ; ...... :�' ....'.. •; ...... - • - SEC 17ON 36 99.11 (EIGHT T REO D.) 2 .. 12.000 ACRES W)l CO PROVIDE CONCRETE WHEEL I I. SIR. 2 f ® : • :':'. ;.:.' . • -'- . .... o STOPS 1N PHASE ONE. TYPE: OJ-7 .'.'.. ' •' �' ' _. • .. ,. 8 Fi CONCREfiE SiDE1�A1lG•f' .:, a, RiM 749.50 1 "' @ ;:. , ��•' : :� WADK`:. e .< v a. o �P `L INVERT IN 746.30 C3 i � � i @ : -..' .:' ��:- • •:.'.-- -•� - -� ' _ .'.'. -_- -- '- - '- •-_- •- '- •.' - ,' - � - - _ - •-� .. -.' -'- .' •' •. --- - -- � .• i I . INVERT OUT 746.10 C2 - .. .. .-:-- •g• - -:..- '• ;-:.:.'.': :::'.�.-::• ; ;..; ...- •• :-.... ; .•; ...: - ° '� O PROVIDE .........'- ••- � ... - )1PE 111 GRATE k ° 4 �T 'CON , :.'::. ;.:; : • : • .. N S. • .....�• :.'..8:0'$.0..8.0- .B4O 8. PR 1 ... T ER-'•URB.'TO" f� R.'ELEG�:.: :. H1DRANT'ASS'Y::.:' �,� ✓ ; , , , w .>.,' w . _ Ot/EiZ:tl1• FT TYP: •-OF '2.PLACES s� l ° 9 0 } 1' ® i• , R..°..'...':.emu.• .....:....'... { i. Crr I ; .. ; 1 '� »>+ tip• DIA -15in CP : END SECTION 2 FT CONCRETE C •-kEf>f:152- -- -• .'SLOP•E•1 7q.-�' - t ' STR.: END SECTION 20 0 . STA 6+57 68 FLUME (TY1?) . 0 03 INVERT IN 744.50 C2 INVERT OUT 745.00 C7 ^; 22:00' !. ; ...... • '..; 2a.00.. ° PROVIDE EC-1 PROVIDE EC-1 61 STR. i I t ® ; .. ; ;• • .'.. : t:;:; :• Lam'. / r,! �`�/ TYPE: ES-1 j (8); : , ; ..; .. ; • ; '�-; 3 C. • / / INVERT OUT 748.50 Cl oU .. '. .._:;�_ '•, : END SECTION / STA 1+51.77 i I ® - - :' ;-;•.:-;; -• ;• ;; . • : •� � •::-�•...- ;.•-...; ..... -; ;:.' ;---- - � INVERT IN 746.00 EX. WATER VALVE 1 I ;• ; ;; ;�:.... PROVIDE EC-1 RAISE VALVE BOX _4_ � -• ; - AS NECESSARY 50 R.L. 32 PARKING SPACES TO BE DEVELOPED COINCIDENT WITH : ::.:':; :•'•;N .'.;;;;;•; ;: ;;:..;.;.;._:; ; / ,.;,. / ® PHASE P#0 BUILDING EXPANSION :'..:... ; . - - - - PROPOSED PEDESTAL SIGN .� I SEE NOTES 1 AND 9 .� / / ° _ �CO / ���QP y 6. ' RAILROAD SPIKE FOUND IN 30" CHERRY TREE s 32�24'29" w -- -- 1096sr OUTLET 2 OUTLET 1 INV OUT=742.5 I OUTLET 3 INV OUT-742 5 y r � INV. OUT-743 0 .� ti� t• LIP OF FLARED s_� .•` �I �y r-� 1 .� k, ACCESSORY USES: Youth and Adult Leagues Moms and Tots Programs A - Youth Clinics and Camps Senior Citizens Day Programs4*- Church, Corporate and Civic Programs Civic Fundraising Programs Roller Skating Regional and National Tournaments Special Conventions: Apple Blossom Events Special Shows Concerts Major School Functions #,- Banquets Trade Shows ACCESSORY FACILITIES Gymnastic Center Ftnes Facil�._---_ 14(assgg• Therapy ru' i Retail Store auraW-, Snack Bar_ "eW �uci_no Kmo k Martial Arts St�io Aerobics Studio 1-F.H. ASSEMBLY TAP BY F,C.S A. (T)P. OF 2) 12" NYLOPLAST DROP INLET W/TRAFFIC BEARING GRATE (TYPICAL OF 6) SIR 9 TYPE: DRAIN BASIN RiM 751.50 INVERT OUT 749.50 C9 SIR 8 TYPE: DRAIN BASIN RIM 751.50 INVERT IN 748.70 C9 INVERT OUT 748.50 C8 INTERSTATE I-81 EXPANSION AND IMPROVEMENT PLANS MAY POSSIBL IMPACT THIS SITE IN THE FUTURE. END SECTION 740.73 36" RCP - INVERT = 740.27 O)MRh�/CSCALE 30 15 0 30 60 ( IN FEET) 1 inch - 30 ft. �.a r a a:, • ■ a w ■ wa. ■ a tea. a i a a �a a a ��a aw"� s a S.B.L. INTERSTATE ROUTE 81 - VARIABLE WIDTH R/W-65 MPH POSTED SPEED LIMIT ° I N/F HOOD DAIRIES TMP 63 ((A)) 86 ZONED: M2 USE: INDUSTRIAL N ( WB 101 P 1673 SI R 7 TYPE - DRAIN BASIN RiM 751.50 INVERT IN 747.70 C8 j INVERT OUT 747.50 C7 I 7P i i _PROVIDE ANCHORED CONC. WHEEL STOPS IN PHASE ONE I PROVIDE 4 FT. GAP IN CURB FOR DRAINAGE TFi 1P GENERATION IRE, 6 EDITION ESTIMATES TMS SITE AT FULL DEVELOPMENT WOULD GENERATE 542 T•P.D. USE CMDE: 435 I PROJECT SUMMARY TAX IDENTIFICATION NUMBER 63-A-91C EXISTING PARCEL AREA 6.0238 ACRES ZONING B3 ADDRESS COMMONWEALTH BLVD. CURRENT USE VACANT PROPOSED USE INDOOR RECREATION AND EVENT CENTER DISTURBED AREA 5.50 ACRES SETBACKS REQUIRED PROVIDED FRONT 35 51'+ SIDE 15' 30'+ REAR(I-81) 50' 212'+ PARKING 5 BULD1NG HEIGHT 35' (MAX.) 4'(+/-) TOTAL (MOUND FLOOR AREA 57,750 SQ.FT. (PHASE 1) 78,750 SQ,FT. (PHASE 2) BUILDING USE SUMMARY 78,750 S.F. INDOOR RECREATION FAR ALLOWED 1.0 FAR PROVIDED 0.29 (PHASE 2) MINIMUM LANDSCAPED AREA 25% 1.498 AC. LANDSCAPED AREA PROVIDE 2.36 AC. 39.4% PAVEMENT AREA 1.82 ACRES PARKING REQUIRED PROVIDED (PH 1). PROVIDED (PH 2,)(TOTAt INDOOR REC CENTER 250 218 250 HANDICAP SPACES 7 8 8 LOADING SPACES 1 1 1 EKING LANDSCAPING PARKING LOT PERIMETER 21B3 FT. PERIMETER TREES REQUIRED 54.60 (�t/40 FT.) PERIMETER TREES PROVIDED 55 INTERIOR TREES REQUIRED 24.9 (01/10 SP,) INTERIOR TREES PROVIDED 25 TOTAL TREES REQUIRED 80 TTAL POARKINGGLOT LANDING REQD. 1133,046 SO. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 14,450 SQ.FT(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WiLL COMPLY WITH THE REQUIREMENTS OF THE FREDERiCK COUNTY ZONING ORDINANCE. 2, ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE, 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTiLITES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SAGN AREA= 100 S.F. 10.NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11. THE CLEAN -OUTS ON THE SEWER MAIN SHALL IE LOCATED A MAXIMUM OF 100 FT. APART AND HAVE APPROVED TRAFFIC COVERS, 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA STATEWIDE BUILDING CODE & SECTION 303 GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR Pf�IITTED APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL 13.PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE, ETC.) 14. NOTE THE REQUIREMENTS IN SECTION 507 OF BOCA FOR UNLIMITED AREA BUILDINGS. PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2� CAL � 6" tIGH AS $HONK 3d RED MAPLE 2' CAL 0 V HIGH AS SHONN 32 EASTERN RED BUD 2' CAL AT 6' HIGH AS SHONN 18 H9 (Z HOLLY 36' HEIGHT AS SHOW 91 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SO, FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TiME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LOS. PER 1,000 SQ, FT. LIGHTING LEGEND + LITHONiA KAD 250M MH 4-FIXTURE MOUNTING HEIGHT-20' LiTHONIA KAD 250M MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE, LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8' 21B/3' BU-25/2' SM 2A) PROPOSED STANDARD PAVED AREA (8' 21B/2- SM 2A) PROPOSED CONCRETE AREA =• ' ' ' PROPOSED GRASS AREA PROPOSED EASEMENT AREA _ - ZONING BOUNDARY Za UTILITY PEDESTALS 0 EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN ...a_-.►W I EXISTiNG WATER MAIN PROPOSED FIRE HYDRANT �. PROPOSED GATE VALVE & BOX - w �- EXiS11NG SAN. SEINER AND MANHOLE PROPOSED SAN. SEINER AND MANHOLE •-+SS.+-•�---�s.s.�-- PROPOSED UNDERGROUND ELECTRIC SERVICE ELEC I PROPOSED UNDERGROUND TELEPHONE SERVICE 1TELt-- PROPOSED GAS SERVICE ----iGASt--- CG-12 HANDICAPPED ACCESS RAMP p W W W Cr vi Vi vi 0 vi m o 0 0 0 0 V) z W 0 V) o ►-- o z o z Z 0 0 0 z V _J 00 a W 0 O Z 0 M W V, tb w Q a a 5 ci Z Q LL o Z J W W w o f- 0 0 0 0 0 W W W W W V) U) V) 0 0 W W W W W N N p 0 0 �y o 0 3 1- I I Q Q) 1- N m � •t�l L' UJ > J m3t w �GINiA J� v z ' 4 3 0 O o � f ofUJ 0w W r.. W NO 0 U_ Z Wo �cW 11� LIJ °400 _ O w O NO v J v w SCALE: 1 "- 30 l N>RAWN BY: ✓° D. S. PROJECT NO. DATE: 5/3%2 SHEET 2 of 6 ��rr / 4t ' / . / / ,o / V0 �� 0 / EX. SS I MH. / RIM = %51.91 // INV. OUST=742.6 i 1 �Q - J , �• ClJ� '� �* At .�� �w O � "I 'A �/ moo/ � BUILDING OCCUPANCY SHARED PARKING ARRANGEMENTS: / ACCESSORY USES ALLOWED, SHOULD ACCESS TO SUFFICIENT / (i? �` / , () Uses requiring an occupancy load in excess of 1000 shall only be should 163 shared PARKING MEETING THE COUNTY REQUIREMENTS FOR "SHARED PARKING" BE SECURED BY THE OWNER AND AFTER REVIEW OF persons permitted �� `r, f _C_'? parking spaces be made available within the Common- THE PARKING AGREEMENTS BY 1HE ZONING ADMINISTRATOR. ° / / wealth Business Park. The shared agreements shall Special Conventions (seating for 1000) o /`` ,, R ' be signed by the associated land owner and specify Apple Blossom Events / / SIR,3 the times that shared spaces are available. Special Shows l TYPE: D1-1 Concerts / RIM 750.00 PROVIDE 6 LEYLAND CYPRESS Major School Functions f INVERT iN 74Z80 C4 MIN PLANi1NG HEIGHT - 4 FT Banquets / INVERT IN 748.30 R5 SPACING AS SHOWN Trade Shows INVERT OUT 747.30 C3 N/F `1\ PROVIDE TRAFFIC BEARING DUMPSTER PAD. PROVIDE DAVID B. HOLLIDAY RIM AND GRATE 6' OPAQUE BOARD FENCE TMP 63 ((A)) 91D WITH DOUBLE SWING GATE ZONED B-3 STR.5 SIR 6 /G. O m r � i TYPE DRAIN BASIN - Q. ;'' SIR.4 USE: VACANT RIM 751.50 boa TYPE: DRAIN BASIN .� TYPE DRAIN BASIN INVERT IN 749.50 C6 RiM 751.50 L_ _._ .. RIM 75L25 fNVERT-..OUT 74930--.C5-__ i t t, . - _ ._ _ _ _ __ JNVERT.,00T 7-50..00_.C6._ ... ........ .. � -- ..-•. _- _e_. -_- -_,. _.....__ .._. -___ ._ _� --- -- - INVERT !N 748.65 C5- , ` EXIST. 4" PVC INVERT OUT 748.45 C4 ® ;Y I d` CONDUIT " ' ��► U N ��; � --- -- - -- -- S 32�203 W -- 441-20 - - , I � i W � s? (n s- $TOP SIGN o ; :.: '=.... 1 r i. I.E.= ... _ _ w - _ . CORE DRILL NEW JNVERT 6 _.._. _ ___ ._...�..: .._.� :.._.:.....-..:'mom .._, _._ -, _ __ __ _,- .- __._ � ___ ___. _.... _._ __ -_ ..--_ .-_ .-_ .__ __ _- __ _.- _.._ .... _ -_ .. cb d' , _ . _ I..._ . .. _ `z, AT BENCH. ELEV.=743.35 �' I REQUIRED o µ G�A £� o i PROVIDE KOR-N-SEAL, ADAPTER. ,� : I INSTALLED BY CONTRACTOR. s>> , - a. :. - }. •;r ,,:' _ o . .,.r. k ' 4 ��++4-x Q - .GY ':� . - . :: =.. _:: �_ 2 . M�f�GEP1C A� ,:.- , G�' ': :.: f E C6 LEN 104 S . f4:1 ti -r : .::._✓ :• . •._:.- :.-.-.- :::-,:._-:-.:.:.:::-: ' �a :'::': - P A ?Din. PP _. •�::� p. �° "'`!A' 2�grC P o PROPOSED GAS SERNCE 4 - TELE. PED. _- _ ,�i: ..-:.., \ELEc. PED. t a •:-:_:_:WATER::tom=-, sRS,aTF ►rvE 6 275 FT. 100 FT. ,T Cp�,� : _.: :>rASEMEI�tI :"� FIRE DEPT. REMOVE EX. FIRE HYDRANT ( �';�" j ': ::7O .-.%%" . •. :. CONNECTION LOADING DOCK (10'x12') INSTALL 1-8' TEE I ' - Y : : 1 1/2" WATER ':' INSTALL 8" GATE VALVE � _ _ £ • " : I: i r -, METER 8 CONCREiF PAD 1-90' BEND i : ::.. C. : .. 45.00' 12.(1U'� I RELOCATE F.N. ASSEMBLY f ® : - . - :' ,R ..:_.: ... ® . GREASE TRAP 1 R4-..'? P . • • \'. 4" SEWER LATERAL ROOF DRAIN ---� .. '.. ' �' ,ILC�t,AT.'._.....:. .'. WITH CLEANOUT PROPOSED } 0 ' - _'. �? �.:. AT S:,ORM. - '•'•' . :.... (TYPICAL) KITCHEN WASTE ONLY SEWER ®1.2 SDR35 { ._ .: .:.:::.:::_::::= :" •- ::.:::::::.:.:.:.: 5'7,750 S.F. SPORTSPLE AND EVENT CENTER ' I . 1 ® .. .-- -. ' :.:..::.... c2".- -.-:". .:.' .... ; : LATERAL INV.=746.25 21,000 S.F. EXPANSION PROVIDED I -:zr . _ . - PKASE TWO I : • . ::' . :. .:.:'• .�-:-:':' 6" SEWER LATERAL - I �, 1 F.H. ASSEMBLY = : •" :.' ULTIMATE AREA - 78 "750 S.F. BUILDING EXPANSION 1-8"x6" REDUCER :'2Q00'.':':-:':22.'00'- .- -"• -. - " ,.....:."....:•.' " (OTHER THAN KITCHEN j 20.0 .. - 2it.00'::::'2t?.DD''. • .. 3r8' DPP'.' WASTE) :w: :.:.:,:;:_ ::::::::' =.:: Imo:": :::Lia:::�:...- :':_::_I:::?a.oD_ . F.F. = 751.75 � 21,000 S.F. I : ;1-: N/F W LOT 3 • •.'..'.ice- •-. .. ...... = VALLEY LUMBER b v- .:.'.-�:n..•• - • • cv -RIM_=750.60....._....•:•.� :...w'. . ` 1 .. •.c." 6.0(1 I ,. TMP 63 ((A)) 91B ®. .. _ 5.45:-.'.....:..::'::.'::': �,." : '- :':'::.'.':_ : EX. 5.994 ACRES , :1.,. t 1 r INY-'00;745,25:'.•.•.-.'... - 1_ . - I ZONED: B-3 } ; :..., ....:. . USE: VACANT ATERT1Gl1T ... ,'._.:.--... .... . . - :- :-.-.-- .•.- - } .. •..' ' •..' } R2-8' G!'P j ('� i _ - - �_-•- o�y r` Z7 . .. _. I f F. :: i • • • :: : WALL MOUNTED HANDICAP PARKING SIGNS i } : _ - v INSTALLED PER VIRGINiA STATE CODE ' ' 2 ; i .'.' .' _ � t , LOT . .- . I . � i ® . - .. . • SECTION 36-99. t t (EIGHT REQ'D.) .. 12.000 ACRES , .. = , :.-- :: R� } .. a P 0 DE CONCRETE WHEEL SiR. 2 } ® .-.L j '•'.. - . • :: :: _ _ .' :: . o STOPS IN PHASE ONE I Q, . TYPE: Di-7 > . ' :.• • ��,� •' :. .. .. oo �� RIM 749.50 d * i -.%, �' _ WAIF .. a _ - "; ;Q..:8,'fT CONCREf's7DE1N1111�• �".a� o �`� i NVERT 1 N 746.30 C3 i {�. .. . - INL�ERT OUT 746.10 C2 +n -..-ci ° o . '.. . PROVIDE TYPE Iii GRATE ° R 4'FT: -CON ::::.. :: - - } o N.. 37 : S:: G .': • 11 � . 0 : .:.•..• ,R: `�po SIDE• AL - .. - _ ... �(o - N_ i ® O .y�\••• , 1 � - - - - - . . . . . J 1 l ] ) ) . -1 ) 1 ] - . . _ - ' .. . . .... /" . / ® . .'....... ' 11. ....... �R.......... 8. .D 8.11 '8P :8 0' M 'B.U..8.0- _8.0 8: 8:0..8 D'. :. ..:'.. ' pROPbSED FlR :' ':..: _'..... - '� , CG,`" i }.... .... •• ..... 9e Q : :...:.- . '> • • :: _'.. _'..: :.:', ... :.'...'..::.:.' : ' T ER :' UR8.70 UT - R.'ELEV.:-.:.. ::.. ':. -:.-H-YDRANT-ASS'Y:-.•:.-: '-'. - . '.'...' N" ;p_'...... OVER.14 "61 TYP: of ; 2:PLACES .'.. _' :..::'. '... TAF BY"FCS�1:':.' ::.'.. 1 .. .. .. .. '. .. ... ) -. .. . -• j .. . i t ® .+.'- --/4 ",..•. ,� .'•cam •. .. _ - . . -cJ . . . `� 0 1 0 __.. 't c7i ... .. •• . _ o . i - 1 b - _ �� 9 : o c, I - . } Cp, 1 =6 SP .C:- -::- = ::: :.: : . 1 0 z., I 0 .:' I ® /�� I C LEAI.152 SLOPE 1 7q . DiA:95rn.CP : END SECTION 2 FT CONCRETE ° . . r } t .... _ _ :::, _ - STA 6+57.68 FLUME (11P) STR.:END SECTION /� �e ' Q�'� � 20.00' 22.00' 20.00' I : • .. INVERT IN 744.50 C2 0 / :' O DO 20 00 22:00 - INVERT OUT 745.00 C7 A / ) . ��� f�-- -) ' ) _ I'T"` 20.OQ° : PROVIDE EC 1 PROUiDE EC-1 �' ��C, 1 �Q, / :20.00J 22:00 - • STR.1 I 1 ® - : " ::...<E':::.:::._..:::::.__....-:•:.•...._.:....w'. <*S/ t� i° I f I I I I` IIi . I i I ACCESSORY USES ALLOWED K17H PARKING PROVIDED ON SITE Youth and Adult Leagues Church, Corporate and Civic Programs Civic Fundraising Programs Regional and National Tournaments Youth Clinics and Camps Roller Skating Martial Arts Studio Aerobics Studio Gymnastic Center Fitness Center Retail Store ACCESSORY USES ALLOWED WITH PARKING PROVIDED ON Si7E PER DESCRIPTION PROVIDED SEPARATELY Moms and Tots Programs Senior Citizens Day Programs Conference and private party rooms Adult Quiet Rooms Major School Functions Restaurant/Snack Bar (30 seats maximum) Coffee/Cappucino Kiosk 1-FH. ASSEMBLY TAP BY F.C.S.A. (TYP. OF 2) 12" NYLDPLAST DROP INLET -'--- W/TRAFFIC BEARING GRATE (TYPICAL OF 6) SiR 9 TYPE: DRAIN BASIN RIM 751.50 INVERT OUT 749.50 C9 WI SIRS TYPE DRAIN BASIN RiM 751.50 r" INVERT iN 748.70 C9 -}---� INVERT OUT 748.50 C8 i f N/F HOOD DAIRIES TMP 63 ((A)) 86 ZONED:M2 .. USE: INDUSTRIAL �_ �NI WB101P1673 -� , , �� < �, 1 e 1 STR 7 TYPE DRAIN BASIN RiM 751.50 �� I INVERT iN 747.70 C8 INVERT OUT 747.50 C7 'I �PROWDE ANCHORED CONC. WHEEL STOPS IN PHASE ONE TP PROVIDE 4 FT. GAP IN CURB FOR DRAINAGE TYPE. ES-1 .... � . / c� ° INVERT OUT 748.50 C1 } ::......•.•.•. '...:..-. :.... , - ° END SEC110N o 0 0 8 TRiP GENERATKNri f ( 1 ® ....:.- • -- - - t, .,. W . N STA 1+51.77 , / ® I ITE, 6 EDITION ESTIMATES 0 •'• _ .'. - �, INVERT iN 746.00 EX. WATER VALVE �' 1 THIS SLTE AT FULL DEVELOPMENT 1 i - . - :: � .. - . :- •' PROVIDE EC-1 RAISE VALVE BOX f I WOULD GQENERATE 542 T.P.D. / I USE GMDE: 435 I I ® -: .. _-.-.•.. ._....•-.: � •- - - ---.'..' ' - �- ._ •'• -.- . "- AS NECESSARY ,'�� I ® _... _. _. __. ___. _.� -_- _ _ �_ ___.__ .- __. __ 50 R.L. _.__._.. ._ _...��._ _ _ . __._ _._. __ _._ _� .__ . J I__ .._ _ _.__._ - ___-. _.____ _ _ ..... _ __ _ _ _ ::.- : .• ............. . .. o / 32 PARKfNG SPACES TO BE ® . :.. o - -_, ....... •.. ....:.'.. w ® DEVELOPED COINCIDENT WITH ® : PROPOSED PEDESTAL SIGN / ° ® I PHASE TWO BUILDING EXPANSION ....:. _ .. :,�:.:.'... SEE NOTES 1 AND 9 / �'. / e TP : P C� :: 1 f / ©06� war _ I `° � '� / � 6Q 6. 0' RAILROAD SPIKE o � � 15 F�" �I FOUND IN - - 30" CHERRY TREE �- ^` -- �i-4 .�- -- -- -- -- -- -- i - \�_, , : _1 S 32124'29" W 1096.67' OUTLET 2 4 o OUTLET 1 lNV.0UT-742.5 I OUTLET 3 , ` -C^ TP � , iNV. OUT-742.5 INV. OUT=743.0 , , . t � 1 t_15 l �' LIP OF FLARED �I~, ., T J _�%r ,..: INTERSTATE 1-81 EXPANSION AND IMPROVEMENT PLANS MAY POSSIBL IMPACT THIS SITE IN THE FUTURE. END SECTION = 740.73 36" RCP - _. INVERT = 740.27 074)VW/C94C4LE 30 15 0 30 60 ( IN FEET ) 1 Inch = 30 ft. ._.__._._,_...._.�.__.______.�__.._.__...._.___-.-_-_..._._...._�"__, __-_- ..,..__..- _._._ . ._-_ __ _ _ _ _.. S.E3.L. I `T" A R 1 S.B.L. INTERSTATE ROUTE 81 - VARIABLE WIDTH R/W-S5 MPH POSTED SPEED LIMIT PROJECT SUMMARY TAX IDENTIFICATION NUMBER 63-A-91C EXISTING PARCEL ARE 6.0238 ACRES ZONING B3 ADDRESS COMMONWEALTH BLVD. CURRENT USE VACANT PROPOSED USE INDOOR RECREATION AND EVENT CENTER DISTURBED AREA 5.50 ACRES SETBACKS REQUIRED PROVIDED FRONT 35' 51'+ SIDE 15' 30'+ REAR(I-81) 50' 212'+ PARKING 5' 5.5' BUILDING HEIGHT 35' (MAX.) 24'(+/-) TOTAL GROUND FLOOR AREA 57,750 SQ.FT. (PHASE 1) 78,750 SQ.FT. (PHASE 2) BUILDING USE SUMMARY 78,750 S.F. INDOOR RECREATION FAR ALLOWED 1.0 FAR PROVIDED 0.29 (PHASE 2) MINIMUM LANDSCAPED AREA 25% 1.498 AC. LANDSCAPED AREA PROVIDED--- 2-36 AC. 39.4% PAVEMENT AREA 1.82 ACRES PARKING RE UIR D PROVIDED (PH 1) _PROVIDED (PH 2) (TOTAI INDOOR REC CENTER 250 218 250 HANDICAP SPACES 7 8 8 LOADING SPACES 1 1 1 SHARED PARKING SPACES - 145 (CarQuest) 145 TOATL SPACES AVAILABLE - 363 395 PARKINQ LANDSCAPING PARKING LOT PERIMETER 2183 FT. PERIMETER TREES REQUIRED 54.60 (@1/40 FT.) PERIMETER TREES PROVIDED 55 INTERIOR TREES REQUIRED 24.9 (01/10 SP.) INTERIOR TREES PROVIDED 25 TOTAL TREES REQUIRED 80 TOTAL 1REES PROVIDED 80 PARKING LOT LANDSCAPING REQ'D. 13,046 SQ. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 14,450 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-9Z 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6.ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES CF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. & HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE CF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. 10.NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11, THE CLEAN -OUTS ON THE SEWER MAIN SHALL BE LOCATED A MAXIMUM OF 100 FT. APART AND HAVE APPROVED TRAFFIC COVERS. 12. BUILDINGS SHALL COMPLY WITH THE VIRGNIA STATEWIDE BUILDING CODE & SECTION 303 GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMITTED APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PRO ESSIONAL 13. PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOLA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE, ETC.) 14. NOTE THE REQUIREMENTS IN SECTION 507 OF BOCA, FOR UNLIMITED AREA BUILDINGS. PLANTING SCHEDULE COMMON NAME SIZE AT TiME OF PLANTING SPACING QUANTITY o PIN OAK 2' CAL 0 67 HIGH AS SHOWN 30 RED MAPLE 2' CAL 0 V HIGH AS SHOWN 32 EASTERN RED BUD 2' CAL AT 6' HIGH AS SHOWN 18 0 HER HOLLY 36' HEIGHT AS SHOWN 91 SEEDING RE UIREME S Q NT ALL DISTUR E AREA NOT B D S PAVED WdLL RELIEVE AT A MINIMUM 6' OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SO, FT. 70-120 LBS. MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LiME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. LIGHTING LEGEND + LITHONIA KAD 250M MH 4-FIXTURE MOUNTING HEIGHT-20' �a LITHONIA KAD 250M MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (e 21BlY DA-25/2' SM 2A) PROPOSED STANDARD PAVED AREA (8' 218/2' SM 2A) PROPOSED CONCRETE AREA ' �� ''r -'' PROPOSED GRASS AREA I I PROPOSED EASEMENT AREA - - ZONING BOUNDARY ZB UTILITY PEDESTALS T� 0 1 EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN .��.4 W t.�....�. EXISTING WATER MAIN PROPOSED FIRE HYDRANT W, PROPOSED GATE VALVE & BOX W+__ EXISTING SAN. SEYtFR AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE � S. ---- 0---�-t . S. #- PROPOSED UNDERGROUND ELECTRIC SERVICE -- ---� ELEC 1 PROPOSED UNDERGROUND TELEPHONE SERVICE -�TED PROPOSED GAS SERVICE -----IGASi--- CG-12 HANDICAPPED ACCESS RAMP /_ 0 = Q a d Q a Q d p Vi Vi Vi v, Vi m 8 o 0 0 0 0 0 Z 1= Q C3 w U) a , 0 z 0 < z af Y � � Q cn a- W 0 X t- o 0 z ``' a a � o �' � Z U z 107 M Z o � o �z V,< Z V) O 0 Ua- M �O Q X d w N W Z (A a a o W v Y w . Q ¢a LIl 0 V' w O [U� 5 �i ti w z 0 o a o 0 0 0 w w w w w w w w w w w w w w N N o Q Q p o 1 1 r, N rn I a) Q rn r N rn 0 0 0 I N N 6 N z Egg � 1 0 e0 •r.i co ' JD cd 19 g - o c t '- a� a g U. 3 .� L_ w > Q �� m S' w g • 0 i 0 C 06 FL PC± 0 O - .P., r$ v L_ �� 9 � � � A8 16 W L_ I Z va R_ g4 w� 8�1 � W \ �, -1- A Y 6 w z a 4 3 0 Z O W " W � d I d ^ W <n� 3WFW T �0UJz -wZ - N . W Y C� W J Q � W �..� w � d I _ i61 - o ' o 0 � w O w O � � q U 0 v v_ W SCALE: I ". 30' DRAWN BY: ✓. D. S. PROJECT NO. DATE: 5/3%2 SHEET ,2 of 6 (� / vO / J"' / J Q / / Q / t: , / ,Q. �' / .11 , '/ / 1, / m AZ 6 ; o/ i � /I° f /, /' .l i f EX. SS MH. / /D n RIM = %51.91 //1 INV. OU'T=742.6 1 CORE DRILL NEW INVERT AT BENCH. ELEV.=743.35 PROVIDE KOR-N-SEAL, ADAPTER. INSTALLED BY CONTRACTOR. J !•.`Y� _4 � i %'�• S, © IJr I/` J' Q r _w , Z �� � �_' O� Q k t Q' .i f D b BUILDING OCCUPANCY/SHARED PARKING ARRANGEMENTS: ACCESSORY USES ALLOWED, SHOULD ACCESS TO SUFFICIENT Uses requiring an occupancy toad in excess of 1000 PARKING"MEETING THE COUNTY REQUIREMENTS FOR "SHARED persons shall only be permitted should 163 shared PARKING BE SECURED BY THE OWNER AND AFTER REVIEW OF parking spaces be made available within the Common- THE PARKING AGREEMENTS BY THE ZONING ADMINISTRATOR. wealth Business Park. The shared agreements shall Special Conventions (seating for 1000) be signed by the associated land owner and specify Apple Blossom Events I ; I I STR.3 the times that shared spaces are available. Special Shows :�: TYPE.• DI-1 Concerts I RIM 750.00 PROVIDE 6 LEYLAND CYPRESS Major School Functions _ INVERT iN 747.80 C4 MIN PLANTING HEIGHT - 4 FT. Banquets ; INVERT IN 748.30 R5 SPACING AS SHOWN Trade Shows I I INVERT OUT 747.30 C3 N /F PROVIDE TRAFFIC BEARING DUMPSTER PAD. PROVIDE DAVID B. HOLLIDAY I RIM AND GRATE 6' OPAQUE BOARD FENCE TMP63 ((A)) 910 WITH DOUBLE SWING GATE STR.5 ZONED: B-3 TYPE• DRAIN BASIN STR 6 STR.4 USE: VACANT RIM 751.50 v��t TYPE: DRAIN BASIN TYPE: DRAIN BASIN INVERT iN 749.50 C6 RIM 751.50 RIM 751.25 - -_ __ _ _� _. _ w ____ . __-._.._._ .. - . INVERT__OUT 749.30_C5__.. .t, _ .__ _.__ _..._._.._ __iNVERT__OUT 750..00_C6_-.._...-_ .-_ .__.- .__ _ __ _ - INVERT 1N 748.65 C5 I INVERT OUT 748.45 C4 S 3272'03' W 441,20' Ky <�11 Q9 / / , : -: .. - . • : ._. ' f } r_I. v.r�_�.- ---- __- - __._ _ __ ._......_-- __ __ __ -_. _.. __ _n_ _.__ - - - �_ ._-_ ....w_ .-_._ -._ . _ _ _ - ._ .. _. . _ . _..-. - 1 .-. _. . _.. % .r . - .• . ary o I (. _ ti .. W3 I I 1 r.r i• . -. -. • _ . 1 r1. - - _ .. RR I//I�� jT( 1y�{j� fir` C / - r �- -III EII��NV I--�VV.: - .. ��.' 0 2 E __"_ . �' ;r' = �"� jE1V-:-1\ T I _ C6 LEN 104 S • • - - : ;/:. Din. PP _ _ :: _• ' - " {�,( �:6 'ilA. 2j r A i PROPOSED GAS SERUJCE TELE. PED. � K.' � ` : (I FI iY:! •r.... L.4.0 P o ELEC. PED. R{TP:. 4: fT �- p ' r �• �WATERa,E: R5 6 CP 6------- ��� FT.----- I 's' ,� -s t;ATE VALVE 275 FT. , r c�Yp - EASEMElV��:-. :I.: • _ _ FIRE DEPT. I - { REMOVE EX. FIRE HYDRANT ,1 -, - : '.:-:• ...y '., .J...•:-:•: CONNECTION LOADING DOCK (10'x12') 1 I. INSTALL 1-8' TEE / ;::;: " i : ': r INSTALL 8' GATE VALVE 1 1/2 WA1ERT , 1-90' BEND \ E METER 8" CONCRETE PAD I ,: 45.00' 12.00' L-- RELOCATE F.H. ASSEMBLY # @ �-.*:•:•:•: . # . '. . - -••.. ..... :•-. ••• :-:. ; . GREASE TRAP iI T ;_ - - I I R4=.6.. P ROOF DRAIN - 1 # J :..: :: • \ . -........ *_ . ". ..... . ..,II�;AT:::.-.,•.•. % 4" SEWER LATERAL (TYPICAL) WITH GLEANDUT PROPOSED I00, ®- . . . - -:7,Ir:.: (KITCHEN WASTE ONLY) S VIER 01.2 %SDR35 1 ::::::::::.:.::_:,:.:.:. .. :.�° �-:,''.::.: . ..:.: 57V. --q __,750 S.F. SPORTSPLEX AND EVENT CENTER (5 �r I? . �=_ 11 ® :.: ::...... : .:.:: :\_:.::.:. �� :. :.:: ~:..... LATERAL INV.=74s.25 21,000 S.F. EXPANSION PROVIDED I -:z; .. : - "PHASE T�0 I:�I I L I� ! :.'.':': - 6 SEWER LATERAL - ( �, c 1 F.H. ASSEMB Y :''�j! ... :� . - __ ' : - - ULTIMATE AREA - 78 750 S.F. w_ �, 1-8 z6 REDUCER 2(100 :':':22 00':: _ : :. ::... '.: (01NER ]HAN KITCHEN BUILDING EXPANSION I mi J j 20.0 ® :CP .:.-.... � - - '.::. : ;: .2000'.: -::20.00'_._.�:: JYSp.24�P.. H I I .00.. WASTE) ;Z �.r { F.F. = 751.75 21,000 S.F. i .:�1-_ I S. , w • tiJ I II- .. rn AtF a . _ .'. ..-.. . :•.:. N F ", .... - -� -__.-,-,-,-•.._.•--.:-...... LOT 3 N ! if /W .... cn..._.:...c� .... •RIM=750.60.-.'.....:......... :..... _:.-•--.w _ . r I _.: •,_(, 1 UALLEY LUMBER - ...... - - ........c:.)- 6.00 I :r .• I TMP 63 ((A)) 91B i e _ ...' 5.45.'.'...-.-.:...�_ .... � - .'.::: �::- EX. 5.994 ACRES i :�•. ZONED: B-3 ? r INV :DUI=74525. ` :'..'.'. ::: :....._.....'.... : - . . r ATERTIGHT• • ' - •_•... - .. ' - . ••'• ' '•'.. I I V-6 �0 '' � EXIST CONDUIT" PVC I V (V Z< (�)-- - - lt:, 7,, �' /%REQUIRED ACCESSORY USES ALLOWED WiTH PARKING PROVIDED ON SITE Youth and Adult Leagues Church, Corporate and Civic Programs Civic Fundraising Programs Regional and National Tournaments Youth Clinics and Camps Roller Skating Martial Arts Studio Aerobics Studio Gymnastic Center Fitness Center Retail Store ACCESSORY USES ALLOWED WITH PARKING PROVIDED ON SiTE PER DESCRIPTION PROVIDED SEPARATELY Moms and Tots Programs Senior Citizens Day Programs Conference and private party rooms Adult Quiet Rooms Major School Functions Restaurant/Snack Bar (30 seats maximum) Coffee/Cappucino Kiosk 1-F H. ASSEMBLY TAP BY F.C.S.A. (T)P. OF 2) 12" NYLOPLAST DROP INLET -- W/TRAFFIC BEARING GRATE (TYPICAL OF 6) SiR 9 TYPE: DRAIN BASIN RIM 751.50 INVERT OUT 749.50 C9 SIR 8 TYPE: DRAIN BASIN RIM 751.50 INVERT iN 748.70 C9 INVERT OUT 748,50 C8 USE: VACANT # , FRAME& co��'R. . ...:.:.:..:..::::..:-.-:: �:_._...:..:.:.___..:.: ;�: o :; i.. N/F # ® _ ` I HOOD DAIRIES TMP 63 ((A)) 86 �. p ZONED: M2 1 i . ..:... - ..:. -' - .- .. :...: • . - : I T' � �_ : •.:•y,, USE: INDUSTRIAL # ....' • ' ' .' . , C WALL MOUNTED HANDICAP PARKING SIGNS .., " . `� N WB 101 P 1673 1 I c> INSTALLED PER VIRGINIA STATE CODE LOT 21I :.= ::: :::- :.:.w _ r isCID L , r � , ® • •_ • • • .. SECTION 3s 99.1 t (EIGHT REQ D.) ... *-*- -- 171-i (: I �% , : 12.000 ACRES � :_ =.. .: ..., . .. .. _ --. I ; .. �........ L,I . . ----*-.-- . .PROVIDE CONCRETE WHEEL iIly = { 4 °+� I �9 :. o STOPS IN PHASE ONE. TYPE: DI 7 :.. ���, :.. a a :: 8, f 1 CONCRE S1DEiyA11 :; o �`�`� RIM 749.50 1 ® t� ..' iYAUF :.:. . :. .. :�: �P INVERT IN 746.30 C3 I A r ® . - ..... . - _ - .. - . . INVERT OUT 7 ® .:. o:'..':.'.:. G 1 46.10 C2 :g. :: :::..... • ' ... .:.... . -..: : - �? 1 c., r- ... . O o cp PROVIDE TYPE 111 GRATE + o '� 0 0 :..... ...411 coM ..:-:: .:. N......... 37 fi S ::'.::... 1 �ItU9 �Uit� o `� .. . . i ® . :.::... �o vim, SiDE. ALKl�y(o a . _ li ® .•.... . - 1`...... •...-. : ..-%.. - . -• .'..... _ ... .8. 8.fl 8.11 '8:. A_L- 8.4 •8.0..8.0- .8.0 8. 8:0. -&0T - :•:- :- --- -- - -' - - - - - G\ 1 ., _ .. pROPOSFD FIR :.:.....:.% 96 .i It . . . .o • :':' . • _ . ' T ER: URB.'Tn UTT R- ELEh:'. 'HiYDRaPtT RSS'Y :.. ':'... _ �- • - . _ x•�r3 0 I? 14 F1 TYP: OE PLACES ' :.' TAP'BY FCS ::..: - .. .. .. .. - . � ' S �_ `..... . ES . ® 1 0 C, . i r . . . ._ �, . 9 . . . r 0 0.. -. . d'• ® _ 2 Cn 6 1:-- _ - r- E C ® t_Ei�I:152' : :. ,. SLOPE 1: 7q DIA.15in.CP : END SECTION 2 FT. CONCRETE / ,�` �����(�o' E f . ..' ' - STA 6+57.68 FLUME (TYP.) STR.: END SECTION \Q; ,. S� ` " r - INVERT OUT 745.00 C7 Rl o 0:. �P 20.00' ( 22.00 I 20. t70 G, : INVERT iN 744.50 C2 0 �' r ! :20.00 ...22:04. :I.-...' . ............ _20.0... PROVIDE EC-1 PROVIDE EC-1 ��O r �Q 6 IE 11 i ..' .. w• � �'�S j U 1 STR 7 TYPE: IN BASIN IRIM 751.50 INVERT iN 747.70 C8 INVERT OUT 747.50 C7 I _N r- ® / ( _PROVIDE ANCHORED CONC. I WHEEL STOPS IN PHASE ONE 7: � TP PROVIDE 4 FT. GAP IN CURB FOR DRAINAGE TYPE: ES-1 I# I ® M ... _ - • ..... . �-• : :� ' . : CL . o / ; ,: v Ln _EE 0 INVERT OUT 748.50 Ct '� I c r END SECTfON / o- ® I TRIP t?ENETRATION 91 r 1 ® . _ - A; STA 1 +51. 77 � / / d- ® I TE, 6 EDITION ESTIMATES 1 r # ® ...'.'` - .. . : . ::.. -_ ..'.... • :..'..' "+ INVERT IN 746.00 EX. WATER VALVE �' f I I WOULD ULD CQENEL�AT7= 5S SITE AT FULL 42 DEVELOPMENT PROVIDE EC-1 RAISE VALVE BOX / j I ::.... . -:-:----� :......... I USE (I bDE: 435 AS NECESSARY 1-9 •.... - 1 _'�J _ _.. __.. ____ .- -_.__. _._-.. _.____ _____.__ .�___ ___-. - __..__ _. _�_- .____! .- . _ . _ -.._ ._ . !____ _.___. ___. :____.. .-._% •_ _ __ _. ._ __ _ __ ._ _-_ .. __ .... ..._. -.I .�'.[J:.:I:.:..::.. :.(..::.. --- .t-.A �-. .._._..''-_... 61. 50 R.L. / P S TO B 32 ARKING SPACE E .!98 II . �' 0 DEVELOPED COINCIDENT WITH : N .' a\ / ,/ PHASE TWO BUILDING EXPANSION ® : :.: PROPOSED PEDESTAL SIGN xv o ® i .. __ SEE NOTES 1 AND 9 _ _ / �I/ 1p r. -.- . ' -. - 01 P CE ry G- 0O ,/ e `u(Uy' 6. O' RAILROAD SPIKE `Z� v``- 15A�I FOUND /N •N � `r`j 30"' CHERRY TREE --- -- -- -- -- -f,-- ; -�- -- -- -- -- _ i \,. ; _: ►� S 32f24'29" W 1096.6T OUTLET 2 i - - - - - - - - �,-;_, 0 CS OUTLET 1 INV.OUT==742.5 1 OUTLET 3 . L. " � �b �- , INV. OUT=7425 ' INV. OUT=743.0 -,- 1-11 LIP OF FLARED /� END SECTION / = 740.73 INTERSTATE 1-81 EXPANSION AND IMPROVEMENT PLANS MAY POSSIBLY IMPACT THIS SITE IN THE FUTURE. 36" RCP -__ INVERT = 740.27 S. B: L... _.I I�TERST� GR4PHloSO4LE 0 30 ( IN FEET ) I inch = 30 ft. S.B.L. INTERSTATE ROUTE 81 - VARIABLE WIDTH R/W-65 MPH POSTED SPEED LIMIT PROJECT SUMMARY TAX IDENTIFICATION NUMBER 63-A-91C EXISTING PARCEL AREA 6.0238 ACRES ZONING B3 ADDRESS COMMONWEALTH BLVD. CURRENT USE VACANT PROPOSED USE INDOOR RECREATION AND EVENT CENTER DISTURBED AREA SETBACES REWIRED �p��p�6.50 ACRES REWIRED PROVIDED FRONT 35' 51'+ SIDE 15' 36+ REAR(I-81) 50' 212'+ PARKING 5 5.V BUILDING HEIGHT 35' (MAX.) 24'(+/-) TOTAL GROUND FLOOR AREA 57,750 50 .FT. (PHASE 1 SQ 78,750 SQ.FT. (PHASE 2) BUILDING USE SUMMARY 78,750 S.F. INDOOR RECREATION FAR ALLOWED 1.0 FAR PROVIDED 0.29 (PHASE 2) MINIMUM LANDSCAPED AREA 25% 1.498 AC. LANDSCAPED AREA PROVID Z36 AC. 39.47 PAVEMENT AREA 1.82 ACRES PARKING REQUIRED PROVIDED (PH 1) PROVIDED (PH 2) (TOTAL INDOOR REC CENTER 250 218 250 HANDICAP SPACES 7 8 8 LOADING SPACES 1 1 1 SHARED PARKING SPACES _ 145 (CarQuest) 145 TOATL SPACES AVAILABLE 363 395 PARKING LANDSCAPING PARKING LOT PERIMETER 2183 FT. PERIMETER TREES REQUIRED 54.60 (@1/40 FT.) PERIMETER TREES PROVIDED 55 INTERIOR TREES REQUIRED 24.9 (01/10 SP.) INTERIOR TREES PROVIDED 25 TOTAL TREES REQUIRED 80 TOTAL TREES PROVIDED 80 PARKING LOT LANDSCAPING REQ'D. 13,046 SO. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 14,450 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3.ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-9Z 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35. MAX. SIGN AREA= 100 S.F. 10.NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11, THE CLEAN -OUTS ON THE SEWER MAIN SHALL BE LOCATED A MAXIMUM OF 100 FT. APART AND HAVE APPROVED TRAFFIC COVERS. 12. BUILDINGS SHALL COMPLY WiTH THE VIRG INIA STATEWIDE BUILDING CODE & SECTION 303 GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BuLDING CODE/1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMITTED APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL 13.PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE, ETC.) 14. NOTE THE REQUIREMENTS IN SECTION 507 OF BOCA, FOR UNLIMITED AREA BUILDINGS. PLANTING SCHEDULE COMMON NAME SiZE AT TiME OF PLANTING SPACING QUANTITY o PiN OAK 2' CAL 0 6' HiGH AS SHOWN 30 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 32 EASTERN RED BUD 2' CAL AT 6' HIGH AS SHOWN 18 G HETZ HOLLY 36' HEIGHT I AS SHOWN 1 91 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WiLL RECIEVE AT A MINIMUM 6' OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKYBLUEGRASS PER T 1,000 SQ. F , 1 LB. ANNUAL RYE PER 1,000 SO, FT. 70-120 LBS. MULCH PER 1,000 SO. FT, FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TiME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT, LIGHTING LEGEND LITHONIA KAD 250M MH 4-FIXTURE MOUNTING HEIGHT-20' �a LITHONIA KAD 250M MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT MSABLE FROM OFF -SITE. LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8- 21B/3' BM-25/2' SM 2A) PROPOSED STANDARD PAVED AREA (8' 218/2' SM 2A) :::.: :....:1. PROPOSED CONCRETE AREA I.-S, •` •' � ''' ,.- • PROPOSED GRASS AREA PROPOSED EASEMENT AREA .- - ZONING BOUNDARY ZB UTILITY PEDESTALS T] 0 EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN ------ 4 w , EXISTING WATER MAIN PROPOSED FIRE HYDRANT W, PROPOSED GATE VALVE &BOX w+- EXISTING SAN, SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE -fs S---0--.45. S. *-- PROPOSED UNDERGROUND ELECTRIC SERVICE ELEC I PROPOSED UNDERGROUND TELEPHONE SERVICE TELI PROPOSED GAS SERVICE --IGAS! -- CG-12 HANDICAPPED ACCESS RAMP /M_ = Q Q d a d Q Q U G� 11� 0� C� a�' at�' 0� V i Ur Vi v. v. - __-F 8 o 0 0 0 0 0 Z a U W J V) Q F- U Z 0 Q Z 0-1 �� a Q N CL w 0 DC F- 0 Z w o W ft� Z :2 a Q � o �' F_ Z Z U C)Z W W � " to Z v Q Cr ZZ � oZ U W M O C Z o W cn w Z Q Q w U Y 5 0 w Z : (/)o Li cn w J Z WOf < w a w m F- Q cn 0 0 0 0 0 0 0 w w w w w w w w w w w w w w O 0 o 0 Q Q O O O N N Q N M d cp h z m r� 11 A i Z� op" .C* -5, (s Cd � �-- *a a I -r, g .� L_ wJ > Q� m 3 Cd w g 0 i 4) C C 0 0- C PC 6 � P u oval i a -IN 9 c 6�8V 0 y N � W " AIR- A i J W- . 8 �� �I>ww IT 6 SCALE: II=Jo' DRAWN BY- ✓. D. S. PROJECT NO. DATE: 5/3%2 SHEET 2 of EXISTING SHARED PARKING ARRANGEMENTS: ACCESSORY USES ALLOWED, SHOULD ACCESS TO SUFFICIENTO i ` vQ Additional parking for Accessory Uses is available, PARKING MEETING THE COUNTY REQUIREMENTS FOR SHARED by separate agreement, with the Carquest Facility PARKING" BE SECURED BY THE OWNER AND AFTER REVIEW OF �``' at Commonwealth Blvd and Valley Pike. 145 spaces THE PARKING AGREEMENTS BY THE ZONING ADMINISTRATOR. have been made available to the Sportsplex during Special Conventions (seating for 1000) �� '� `� / the hours of S:OD m to 8:00 am. ThisparkingApple Blossom Events P STR,3 lot is withing walking distance of the Sportsplex. Special Shows TYPE: Di-1 Concerts �• f RIM 750.00 PROVIDE 6 LEKAND CYPRESS Major School Functions 1 ��. N i' INVERT 1N 74780 C4 MIN PLANTING HEIGHT - 4 FT. Banquets INVERT IN 748.30 R5 SPACING AS SHOWN N F Trade Shows i INVERT OUT 74730 C3 PROVIDE TRAFFIC BEARING DUMPSTER PAD. PROVIDE DAVID B. HOLLIDAY J• Q�w 7 RIM AND GRATE 6' OPAQUE BOARD FENCE TM 63 ((A)) 91D Q ('f WITH DOUBLE SWING GATE STR.5 O m�� STR.4 ZONED: B-3 TYPE DRAIN BASIN G�,c STR.6 USE: VACANT RIM 751.50 ,� TYPE. GRAIN BASIN EX. SS ! M H . / TYPE: DRAIN BASIN INVERT ill 749.50 C6 RIM 751.50 RIM = 751.91 " ,� RIM 751.25 _. _ JNVERT_DUT 74930..C5-_ 5 FI-ES•R�L._..__ _._ _._. __ ._ _INVER.T OU_T _7.50.00_.C6__ _.._- INV. OUT=742.6 ,�� . _ _ _ INWPT IN 748.65 C5 _ ._. - - EXIST. 4 PVC INVERT OUT 748.45 C4 �ryd` v ryh 3QI CONDUIT - - - - - - - - - S 32*22'03' W - - - 441.20' - - - CORE DRILL NEW INVERT s' STOP SiGN o AT BENCH. ELEV.=743.35 %" REQUIRED o 1a . _GRA L. !,:' ' _ . _..._ .. PROVIDE KOR-N-SEAL. ADAPTER. .Y ::: INSTALLED BY CONTRACTOR. •tit `SJ�-, - - 1• v - - -12 EMLHGLKY�ACCES-S g ' . �.... -.. 1 L _04' SLOPE lOrn.CPP { �1:6�3�: PROPOSED GAS SERVICE 7ELE. PED. 7a, - '' � jf: f ' 6f1VD o R i ' - - - - - - - - - - - - - - - - ELEC. ED. R5 j 6" CPP 6 . ' -s' GATE VALVE 275 FT. 100 FT. ( r U I '•' _ FIRE DEPT. -- REMOVE EX. FIRE HYDRANT f � - : ':7 .:'; -:J ... CONNECTION LOADING DOCK (1612') I ? INSTALL 1-8' TEE s „ f � _ t:..:.: - - �•.. 1 1/2 WATER INSTALL 8 GATE VALVE 1-90' BEND METER 8' CONCRETE PAD I ' RELOCATE F.H. ASSEMBLY ® ' . �- -:'.'.'.' 45.00 112.00 �� I •.. . 8.......... ® '..':: - GREASE TRAP III A:T.'.'.:...:.:.: 4 SEWER LATERAL ROOF DRAIN AT �SWRM::: :-.- : WITH CLEANOUT PROPOSED (TYPICAL) , I KITCHEN WASTE ONLY ' 0 5 .'.. . ( ) 148 Fr 6' PVC SDR35 ::• - ,-.•.....: ::'' :: :. 57,750 S.Y . SPORTSPLEX AND EVENT CENTER i SEWER 01.28% �2 LATERAL INV.=746.25 = ..::_:.. :: 21,000 S.F. EXPANSION PROVIDED ' . PHASE TWOI . 1-F.H. ASSEMBLY i..... ...... ..... � 6 SEWER LATERAL - i-8'xs' REDUCER 2000': : :22 00' ::: : (OTHER THAN KITCHEN ULTIMATE AREA - 78,750 S.F. BUILDING EXPANSION 20.0 +� 2000' :_20.00'::.� _ Jr$»20.00.. WASTE) F.F. = 751.'75 219000 S.F. i A ® c .. Ems.......'. N/F VALLEY LUMBER TMP 63 ((A)) 91B ZONED: B-3 USE: VACANT LOT 2 :. 12.000 ACRES SiR. 2 TYPE. • Dl-7 RIM 749.50 INVERT IN 746.30 C3 INVERT OUT 746.10 C2 PROVIDE TYPE IN GRATE o ® �41 LOT 3 RIM=73U.60. ..:. . :....... .::: _.: :. 1� 1 INV:QtlF745:23: .:......:.::::.. - - E. 5.994 ACRES ' I --- P - 4.TERTiGHT•:'.'.'.'.'_'.' -:-:::.. ,•.._...'•• _• . -:.:. ..... . 1 a' 77 WALL MOUNTED HANDICAP PARKING SiGNS w. INSTALLED PER VIRGINIA STATE CODE . •..' SECTION 36-99.11 (EIGHT REQD.) x� f r-• I : .. oo PROVIDE CONCRETE WHEEL Lid.... -. .. . . .: o STOPS IN PHASE ONE ---------------- OO • 0 ACCESSORY USES ALLOWED WITH PARKING PROVIDED ON SITE Youth and Adult Leagues Church, Corporate and Civic Programs Civic Fundraising Programs Regional and National Tournaments Youth Clinics and Camps Roller Skating Martial Arts Studio Aerobics Studio q . nostic Center Frtness Center Retail Store ACCESSORY USES ALLOWED WITH PARKING PROVIDED ON SITE PER DESCRIP71ON PROVIDED SEPARATELY Moms and Tots Programs Senior Citizens Day Programs Conference and private party rooms Adult Quiet Rooms Major School Functions Restauront/Snack Bar Coffee/Cappucino Kiosk 1-F.H. ASSEMBLY TAP BY F.C.S.A. (TYP. OF 2) 12" NYLOPLAST DROP INLET W/TRAFFIC BEARING GRATE (TYPICAL OF 6) SIR 9 TYPE: DRAIN BASIN RIM 751.50 INVERT OUT 749.50 C9 SIR 8 TYPE: DRAIN BASIN RIM 751.50 INVERT IN 748,70 C9 INVERT OUT 748.50 C8 N/F L HOOD DAIRIES TMP 63 ((A)) 86 ZONED: M2 r ( USE: INDUSTRIAL WB 101 P 1673 oo WGIMAM f!� .:. a 1T ! C , •- s � `±►;w,'.. IsL +s - o,� �►� i� ! �. E r �, i! it it it it sl it it •I il�i0 it •.1,.1�1 ,� � y • �' � f I �l/�/fI` ■ . • Ilrlll.� r • r f('16� iti �j/��j� • • ■ 1��''(.I t��''�t I�I �'• ■ � r- r .. �' ! SECTION STA . .. �111 ll 1 dl ' 6 INVERT IN 744.50 C2 T 7 N p; •- �o-oo.- �-:�- zo-oo.---�-_•:-zoo'----- ,�....:.- : - 20.00'20.00' . PROVIDE EC-1 PROVIDE EC-1 STR.1 ® ... ....._._._. ....:.. - • �� / ® .. �.... d x w TYPE: ES-1 :: ::::.....:.::' $ v INVERT OUT 748.50 C1 ' ' ° END SECTION / / r) ..... •:••• .. :IN .tr.... . . ® .... . • ..'. C10 ® :.'.. . •. ..: STA 1+51.77 / d- .. _. CN INVERT iN 746.00 EX. WATER VALVE .............. • . .. PROVIDE EC-1 RAISE VALVE BOX AS NECESSARY / N ® :'- ::.:.....:.:.. .:.'.'.'.'.'......'..'.' PROPOSED PEDESTAL SIGN + �, . : :. • - . tip.... SEE NOTES i AND 9 / i Q SP CE' „rPe - - --� 00 00- ( o S 32t24'29" W 1096.67' OUTLET 2 o OUTLET 1 INV.OUT=7425 I OUTLET 3 0,1 0 b - INV. OUT=7425 { INV. OUT=743.0 c r'.� I r LIP OF FLARED INTERSTATE 1-81 EXPANSION AND IMPROVEMENT PLANS MAY POSSIBLY IMPACT THIS SITE IN THE FUTURE. END SECTION 740.73 36" RCP �_- INVERT = 740.27 CCR4AH/'C904LE 30 15 0 30 60 IN FEET) 1 inch = 30 ft. S.B.L.NTRSTA S.B.L. INTERSTATE ROUTE 81 - VARIABLE WIDTH R/W-65 MPH POSTED SPEED LIMIT SIR 7 TYPE.' DRAIN BASIN RIM 751.50 INVERT IN 747.70 C8 INVERT OUT 747.50 C7 TP LPROViDE ANCHORED CONC. WHEEL STOPS iN PHASE ONE I - I PROVIDE 4 FT.. GAP iN 1-CURB FOR DRAINAGE -- ob TF�P CATION ® I UTE, 6 EDITION ESTiMA-n_=s THUS SITE AT FULL DEVELOPMENT WOULD GENERATE 542 T.P.D. i USE CMDE= 435 ° 32 PARKING SPACES TO BE ® DEVELOPED COINCIDENT WITH ® 9PHASE TWO BUILDING EXPANSION �I RAILROAD SPIKE FOUND IN 30" CHERRY TREE PROJECT SUMMARY TAX IDENTIFICATION NUMBER 63-A-91C EXISTING PARCEL AREA 6.0238 ACRES ZONING B3 ADDRESS COMMONWEALTH BLVD. CURRENT USE VACANT PROPOSED USE INDOOR RECREATION AND EVENT CENTER DISTURBED AREA 5.50 ACRES SMACKS REQUIRED PROVIDED FRONT 35' 51'+ SIDE 15' 30'+ REAR(I-81) 50' 212'+ PARKING 5' 5.5' BUILDING HEIGHT 35' (MAX.) 24'(+/-) TOTAL GROUND FLOOR AREA 57,750 SQ.FT. (PHASE 1) 78,750 SQ.FT. (PHASE 2) BUILDING USE SUMMARY 78,750 S.F. INDOOR RECREATION FAR ALLOWED 1.0 FAR PROVIDED 0.29 (PHASE 2) MINIMUM LANDSCAPED AREA 25% 1.498 AC. LANDSCAPED AREA PROVIDED- 2-36 AC. 39.47. PAVEMENT AREA 1.82 ACRES PARKING REQUIRED PROV1DED (PH 1) PROVIDED (PH 2) (TOTAL INDOOR REC CENTER 250 218 250 HANDICAP SPACES 7 8 8 LOADING SPACES 1 1 1 SHARED PARKING SPACES - 145 (CarQuest) 145 TOATL SPACES AVAILABLE - 363 395 PARKING LANDSCAPING PARKING LOT PERIMETER 2183 FT. PERIMETER TREES REQUIRED FT.) PERIMETER TREES PROVIDED 55 INTERIOR TREES REQUIRED 24.9 (0i/10 SP.) INTERIOR TREES PROVIDED 25 TOTAL TREES REQUIRED 80 TOTAL TREES PROVIDED 80 PARKING LOT LANDSCAPING REQD. 13,046 SO. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 14,450 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. Z ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6, ALL UTILITIES TO BE PLACED UNDERGROUND T HANDICAPPED SPACES AND ACCESSBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- MALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. 10.N0 OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11. THE CLEAN -OUTS ON THE SEWER MAIN SHALL BE LOCATED A MAXIMUM OF 100 FT, APART AND HAVE APPROVED TRAFFIC COVERS. 12. BUILDINGS SHALL COMPLY WiTH THE VIRGINIA STATEWIDE BUILDING CODE & SECTION 303 GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACIITiES. STRUCTURAL PLANS SUBMITTED FOR PERMITTED APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL 13. PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE, ETC.) 14. NOTE THE REQUIREMENTS IN SECTION 507 OF BOCA FOR UNLIMITED AREA BUILDINGS. PLANTING SCHEDULE COMMON NAME SIZE AT TiME OF PLANTING SPACING QUANTITY O PIN OAK 2' CAL 0 6' HIGH AS SHOWN 30 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 32 EASTERN RID BUD 2' CAL AT 6' HIGH AS SHOWN 18 HER HOLLY 36' HEIGHT AS SHOWN :t�91 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6' OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SO. FT. 70-120 LBS. MULCH PER 1,000 SO, FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TiME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. LIGHTING LEGEND + LITHONIA KAD 250M MH 4-FIXTURE MOUNTING HEIGHT-20' LITHONIA KAD 250M MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8- 216/3' BM-25/2' SM 2A) PROPOSED STANDARD PAVED AREA (8- 2113/2' SM 2A) .: '.•..-..-: - PROPOSED CONCRETE AREA A :.Y• .1 PROPOSED GRASS AREA PROPOSED EASEMENT AREA - - ZONING BOUNDARY ZS UTILITY PEDESTALS TT 0 EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN ryr..-- EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX W 4m- EXISTING SAN. SEWER AND MANHOLE PROPOSED SAN, SEWER AND MANHOLE -�S S.*---��S.S.+- PROPOSED UNDERGROUND ELECTRIC SERVICE --i ETEC PROPOSED UNDERGROUND TELEPHONE SERVICE 1TELI PROPOSED GAS SERVICE GAS' CG-12 HANDICAPPED ACCESS RAMP = d a d d a Q p 0� C� 0� C� 0� 11� r m o 0 0 0 0 U J Q U c� z Y Q a V ~ z w o w � a � Z 0 o U O (n U) p w O ZO U o Uch Z Q W v 0 Q 0 Q w Q o Q M 0 w o 0 w � lj1 UU 3 w Q vi U Q vi U � U a w >- o w tZ w a w CL oa J D m z o t w v Q 0 w cn 0 w v) 0 w v) 0 w v) 0 w W 0 w �n w w w w w w 0 N O 0 0 0 Q O rn I r O O N O I rn N N t7 <t Lr) t0 S V �0 0 •*r � oo �b Q y 9 g •py � of L W � J OD ? , w 01) C c a6 b 0 to O J IL o li p y N W I b_14 rQ O _ N i A _ �R T IQ 3 OZ Q ` O w O w 0 v� Q^ �ww _ U o ` 1 z L�QTz5fZ a w a 00 SCALE: 1 "=30' C RAVVN BY- ✓ D. S. PROJECT NO. DATE: 5150/02 SHEET 2 of 6 C_� /w / . ; / / I / . / Y0 ri �� /. i if EX. SS MH. �� I RIM 1 /. 75 .91 INV. OUT=742.6 rr CORE DRILL NEW INVERT AT BENCH. ELEV =743.35 PROVIDE KOR-N-SEAL, ADAPTER. INSTALLED BY CONTRACTOR. r 1 -E91Sl G SHARED PARKING ARRANGEMENTS: ACCESSORY USES ALLOWED, SHOULD ACCESS TO SUFFICIENT I`�. Additional parking for Accessory Uses is available, PARKING MEETING THE COUNTY REQUIREMENTS FOR "SHARED ,` I,../ by separate agreement, with the Carquest Facility PARKING" 8E SECURED BY THE OWNER AND AFTER REVIEW OF I ` of Commonwealth Blvd and Valley Pike. 145 spat THE PARKING AGREEMENTS BY THE ZONING ADMINISTRATOR. { ° � , have been made available to the Sportsplex durin Special Conventions (seating for 1000) /' r"', the hours of 5:00 pm to 8:00 am. This parkin Apple Blossom Events I STR.3 lot is withing walking distance of the Sporfsple : Special Shows / Concerts -T f TYPE: DI-1 PROVIDE 6 LEYLAND CYPRESS Major School Functions I IF RIM 750.00 / MIN PLAN71NG HEIGHT - 4 FT Banquets I INVERT IN 74780 C4 INVERT IN 748.30 R5 SPACING AS SHOWN Trade Shows INVERT OUT 747.30 C3 PROVIDE TRAFFIC BEARING DUMPSTER PAD. PROVIDE DAVID B. HOLLIDAY/ I 1 1 RIM AND GRATE 6' OPAQUE BOARD FENCE TMP 63 ((A)} 91D WiTH DOUBLE SWING GATE ZONED: B-3 STR•5 - I TYPE: DRAIN BASIN �� STR.6 STR.4 USE: VACANT RiM 751.50 drr`' TYPE.• DRAIN BASIN TYPE DRAT 4 N BASIN 1 1 S N R M 751.50 INVERT IN 749.50 C6 _ ; _ .._..._._ _-_ ___ .._ __.. _.__ -_ _ -.__. _._ .,._ __ __.._. _... ___ RIM 751.25 _ . _ . ___ .... __._ __.- .._ .__- . __ ._._ _ _ .1NVERT__OUT 749 30..C5..__ . FT .. R•1. _- ,w _.__ _ - _ .__ ._(NVER.T •OU.T .750..00_.C6___ .-..-. �..- .._- __ ' INVERT IN 748.65 C5 EXIST. 4" PVC INVERT OUT 748.45 C4 I i i J- CONDUIT _ _ _ _ S 32'22'03" W 441_20' / ICY / / I STOP SIGN o - - ___ _ __. �_ - _. L ....:'_, _ �; :_: ,- . ; __ _.......__. __.,_ _ .__ - •--- __ _._. __ ..._, _M . - ._.- -...__ _.,.. .._ •..-_ -- . . _ -- ! /-REQUIRED o :: - b �,I to 1a .GRAVEL`--.. I. - `Fy1 :"_:�:,. �' . P ,. 4=1 . ' 2 MERGEPJC�`:_'AMSS� In C�,.- G .:::::.:.::.:..:...:.C6 LEN 104 S =r :. c� -' fit :1 t,.-� 10in. CPP - _ __ ::-:::�:.':0:: _-. �/rjs� tt ``//'�__ _ -, o . : �lA' 2j,0 PROPOSED GAS SERVICE TELE. PED. rl "'�'�'}' ;11.-t 4.'$END-:.... _ _ i o ELEC. PED. I :-. :_:_.::WATER) -.- -6R5 ATECVALVE 6 275 FT. 100 FT. t- CON :':._.:. �--- i O . ::PASEti1El�1 ( I d . j :._ :_ :.:._. - f7RE DEPT. REMOVE EX. FIRE HYDRANT f : -- . / -.-.-•� . - - • CONNECTION LOADING DOCK (10'x12') . INSTALL 1-8" TEE 1 / 4' . :. __ " I :., fF.'. 1 1/2 WATER INSTALL 8" GATE VALVE _ METER I; 1-90' BEND I` 45.00' 12.00'I 8" CONCRETE PAD (' .. __ !f I RELOCATE F.N. ASSEMBLY 1 @ :''- - - - . � .tip•: .:.:.... .......... @ � _ . ...... . :. --..R4._;6-n.1 P GREASE TRAP I `i ' o : .:... ;_ _ ...... ... �.1)ON .. tr ... �.T.:..: AT S tQRM::. .......-: .'. •: ' :.. . ... 4" SEWER LATERAL WITH GLEANOUT (� ] P R O P V S E L! ROOF DRAIN --P (TYPICAL) 148 Fr 6" PVC SDR35 SEWER 0 1.28% `"� _ .._:: _ ::::•.:...:::_:•.:..:: - :: _ :: • :': - :': KITCHEN WASTE ONLY 57,750 S.F. SPORTSPLEXAND EVENT CENTER � , `•' ' :. •' .. _.L f, : ... .:2 . .-:-;_::.. _ ... _ .: LATERAL iNV.=74s.25 21,000 S.F. EXPANSION PROVIDED ' _:+_.:.;.... _:::::::. .. r..:-. ._-- -:1 . �- PKASE TWO _ 1 F.H. ASSEMBLY 1-8"x6" REDUCER _: - .-2Q00'.-:-:-:-:2200'::• - '. -.-.• ... ... '..' -..'..... .:-:-:::. 6 SEWER LATERAL " (OTHER THAN KITCHEN - ULTIMATE AREA - 78,750 S.F. BUILDING EXPANSION I i 20.0 :.:::.: :. z000'-::.:_Zo.00'-_::_.`Ts"2aoo.. WASTE) F.F. = 751.75 � 21,000 S.F. -...'....1.---� A! @ -. '=mow , . ..r4, . - ... .':��...- E-.... .... . ........� ... N/F 4 VALLEY LUMBER TMP 63 ((A)) 91B ZONED: B-3 USE: VACANT i LOT 2 , #I GPI :. 12.000 ACRES=�' I SIR. z 1 TYPE. • DI-7 LA RiM 749.50 INVERT IN 746.30 C3 1 � INVERT OUT 746.10 C2 "� PROVIDE TYPE Ill GRATE �� "' I� 1 I 1 STR.I I i TYPE: ES-1 INVERT OUT 748.50 CI _ . __ i i i N v fl LOT 3 N 0 1.- ,-:'_:._._...' ' _ . ' -- ....-C )-...--.-:_.,..-..•---:::.... @ �... -RIM-750.60.............:•%:- - _ . _ {r) . - -.'.W-.6. ® :1N:v:fit- 4. 25' -::: _ _ _ ::..: -_: _ -:. ' -' ..'.'..: EX. 5.994 ACRES .::::_:_ " I I -: ATFRTIGIIT .... ...... ..... .-.•.` .• . .:.::... . ® FR,�ME &COVER.....'.'._._.:- .. , . b- . ' .C,4 ,. .. . @ ...::.._ .'. ,,:' .'.:�Sw R2=8- CRP::'::' ' - '- .':' .. z 's - '_ :' :::'.,..' :' ...:...:.. . . '. I... ' ' ':: t" ' -'ILJ .•:':'.'.':' : _ ::."' :- '- - ..' ::'. ` , ''...._::.. - • WALL MOUNTED HANDICAP PARKING SIGNS .._ . - •: 1.11' :': : _ : .: ':': '.. :. :-.'_ INSTALLED PER VIRGINIA STATE CODE is @ . :.' .: : -' •- • w_ :.'.'. ' ' . . SEC17ON 36-99.11 (EIGHT REQ'D.) Lr') ''r @ .-.' .. .. ... .. -. - - - �- .. '.::�� - - - -, ', - - - c I , . : _-- - .., - - _ • • .. . _ . - - PROVIDE CONCRETE WHEEL : •..._-.... . :' STOPS IN PHASE ONE ........ - .. ' -. •' • .. �� .. .. :... r . - - - ° 4 .� °: ; ' : 8' FT CON(XiFI£ 'SIDEWA1J� :a21". C5 \_ \c, . . °. i I . ;{L; -� . .61 ........ .... �yJ�/)(/(yp1�f//jj� o FL :_ : - 4-fT CON .-_ :-::. •. -...'..':• - c..... - 3% S - S ,':01 {�}��+��j ... o ... .... • - 5. R. : -_ . - - , :_::' : ...':.'.:._::.:','- ::':::. ..'... ', ..::'.:.'..'.I.O.8.fl 8.D ' ' .8.-0' 8.4 •8..0..8.D _8,0 8. 8.0..8.0' .......... '� - �c, , / @ :o n ..... ..' .'. ..' .... - - - -.c,- ',-• ..'.. ` •- .. P.... • . - : T ER :' .PR .'TO 0 . R. ELEu:'.:...' :.... :.'....... HYDRi4111T ASS'ly::.'.' ' ..� :` : -.. ��r . -N .�7.. - $.1 • FT..'.' : P: A < ..'. T P-BY'FCS .. r 11 . - ... - . . OVE 4 , .. (TYP OF, 2 . L CES):'.. :.. A A. / • , .. - S'' .. 1 'P.'l .. - ., � .. .i . a. 0 Cn .- _ _ c o . _ . Qy •. 0 ' q711 S o ci ..1. I �. - .b 0 0 0 011,(3 0 1 0 0' @ . _ .. .'. ' ..' x. . .. . \ C @ LEAt.152' SLOPS 1 7f ' '-- .01i1:15rn.CP - END SECTION 2 FT. CONCRETE / `���`��/ ... Gy - _r . STA 6 57.68 FLUME (TYP.) SIR.: END SECTION " / Q ��Qs '�Q`� / 20.00' 22.00' 20.00' ' U.(10. 7c?.04' 22:00 INVERT IN 744.50 C2 INVERT OUT 745.00 C7 ci / 0 ,�� :20.(TO--•:-.-,-.22:00 -.'.... - 2Q00.. o PROVIDE EC-! PROVIDE EC-1 \���G; �Q. w !. ®11 :.. .. .. ..'. --..� - •.- ::': •'.'.:'.-.':,....,-*_:_ F _w : t,; ��� . a�'`�j, �9 0 - ' _ _. P r'-' •• '.'.'- 0 ,� ` ° a- . r� END SECTION r Cn ® a .. :.' . :.:. : .:. : --�-- . •. •• • . ' � -- - : . :':....: ;.: _ C., STA 1+51.77� INVERT IN 746.00 EX. WATER VALVE /' / �- :. : -.. : • ,�; .. PROVIDE EC 1 RAISE VALVE BOX / / I @ -. Y AS NECE:SARY / fI @ �.. L. _•� ,� . 50' R.L _ ...�_ _ _ _. -. _ __. _ .._. _. __ _. _ .., _.___,_. .�.__-. -.__._ _ -.a_- __._ _ __, ___ __ _ _._._. _. _ :� _._ _ m ACCESSORY USES ALLOWED WITH PARKING PROVIDED ON SITE Youth and Adult Leagues Church, Corporate and Civic Programs Civic Fundraising Programs Regional and National Tournaments Youth Clinics and Camps Roller Skating Martial Arts Studio Aerobics Studio Gymnastic Center Fitness Center Retail Store ACCESSORY USES ALLOWED KITH PARKING PROVIDED ON SITE PER DESCRIPTION PROVIDED SEPARATELY Moms and Tots Programs Senior Citizens Day Programs Conference and private party rooms Adult Quiet Rooms ioolffAlWqp�tpuciuno'od Fnctions ack ��'� Kiosk 1-F.H. ASSEMBLY TAP BY F.C.SA. (TYP. OF 2) 12" NYLOPLAST DROP INLET W/TRAFFIC BEARING GRATE (TYPICAL OF 6) STR 9 TYPE: DRAIN BASIN RIM 751.50 INVERT OUT 749.50 C9 SIR 8 TYPE. DRAIN BASIN RiM 751.50 INVERT IN 748.70 C9 INVERT OUT 748.50 C8 N/F HOOD DAIRIES TMP 63 ((A)) 86 ZONED:M2 USE: INDUSTRIAL WB 101 P 167" ��,F -"' ��, o {� 11 91 [1140 _�, STR 7 i TYPE. DRAIN BASIN RIM 751.50 INVERT IN 74770 C8 INVERT OUT 747.50 C7 ( d@ i I PROVIDE ANCHORED CONC. WHEEL STOPS iN PHASE ONE i, PROVIDE 4 FT. GAP IN CURB FOR DRAINAGE If, TPoP GEN�IATiON. LTE, 6 EDITION ESTIMATES THIS SATE AT FULL DEVELOPMENT WOULD GENERATE 542 T.P.D. USE G4MDE: 435 I 32 PARKING SPACES TO BE @ -•:. .......:.:.•.•:.-.-._. ::.:.-._.:.:.,.--._.:: C:-. - .. . 0 • @ .' DEVELOPED COINCIDENT INTH / �' ® -.'-:--�;•:•:•.•.•.•.'._.:._-_ �''.'.-.-...:':':':':':_:_._.:':':'.'.',` ::'::: PROPOSED PEDESTAL SIGN " PI > :.. _ : ' .. . SEE NOTES t AND 9 ® �/ - _�,...... n / / 1 �� .: SP 06 : (- i �v a, / / a �QQ p(� _L °p i `�11�' -- -- - �r- -- -- -- -- �' -� -- -- -- -- L ) �T' o �.,y-.1 o S 32r 29" W 1096.67' OUTLET 2 0 r-y�) o ci OUTLET 1 INV.OUT=7425 OUTLET 3 r' Jj b -�'' , INV. OUT=7425 INV. OUT--743.0 ;� r j r { 1 LIP OF FLARED i t, ,_, INTERSTATE 1-81 EXPANSION AND IMPROVEMENT PLANS MAY POSSIBLY IMPACT THIS SITE IN THE FUTURE. END SECTION = 740.73 36" RCP --- INVERT = 740.27 iG)7APH/CSCWE 30 15 O 30 60 ( IN FEET ) 1 inch = 30 ft. _ _ _..__..._.. . _ _ . _.. _ ._ _ _ .... -1._. ....._...-.-,-.-.,_-,."-,.�-.,-.,.-.,-,..-.--, .. _ .-.. __._.___..__ ._ _-.._._._.. _.___ _.. _ _ ._,._. ,, ____ ._ , _ _.._..____-. __.,__.._ ___ --•. _._ ___.___-__.__._._�..._ __._.__.__._r_.....-...._... __ _.__.._,.....-_,..__-_ S.B.L. _ '_ _ rNTERSTATE..-..R�JJU� ft�___81�___--_.. ___. - __ _- _,_-. ...-_-__ _ _a._________ S.B.L. INTERSTATE ROUTE 81 ` VARIABLE WIDTH R/W"65 MPH POSTED SPEED LIMIT PHASE TWO BUILDING EXPANSION 1-11 TP 0 � 8 I'>i y1 6• ' RAILROAD SPIKE FOUND IN - - 30" CHERRY TREE 11 _... �, 0., -11 `? ) i ) ,'Ili t o , t PROJECT SUMMARY TAX IDENTIFICATION NUMBER 63-A-91C EXISTING PARCEL ARE 6.0238 ACRES ZONING B3 ----- _. _ ADDRESS COMMONWEALTH BLVD. . CURRENT USE -VAC � PROPOSED USE INDOOR RECREATION AND EVENT CENTER DISTURBED AREA 5.50 ACRES SETBACKS REQUIRED P84� FRONT 35' 51'+ SIDE 15, 30'+ REAR(I-81) 50' 212'+ PARKING 5' 5.5' BUILDING HEIGHT 35' (MAX.) 24'(+/-) TOTAL GROUND FLOOR AREA 57,750 SQ.FT. (PHASE 1) 78,750 SQ.FT. (PHASE 2) BUILDING USE SUMMARY 78,750 S.F. INDOOR RECREATION FAR ALLOWED 1.0 FAR PROVIDED 0.29 (PHASE 2) MINIMUM LANDSCAPED AREA 25% 1.498 AC. LANDSCAPED AREA PROVID 236 AC. 39.4% PAVEMENT AREA 1.82 ACRES PARKING � PROVIDED (PH 1) PROVIDED (PH 2) (TOTAI INDOOR REC CENTER 250 218 250 HANDICAP SPACES 7 8 8 LOADING SPACES 1 1 1 SHARED PARKING SPACES - 145 (CarQuest) 145 TOATL SPACES AVAILABLE - 363 395 PARKING LANDSCAPING PARKING LOT PERIMETER 2183 FT. PERIMETER TREES REQUIRED 9.60 (01/40 FT.) PERIMETER TREES PROVIDED 55 INTERIOR TREES REQUIRED 24.9 (01/10 SP.) INTERIOR TREES PROVIDED 25 TOTAL TREES REQUIRED 80 TOTAL TREES PROVIDED 80 PARKING LOT LANDSCAPING REQ1D. 13,046 SQ. FT ®5% PARKING LOT LANDSCAPING PROVIDED 14,450 SQ-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. Z ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE 3. ALL REWIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTiLITIES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. 10.NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11. THE CLEAN -OUTS ON THE SEWER MAIN SHALL BE LOCATED A MAXIMUM OF 1OU FT. APART AND HAVE APPROVED TRAFFIC COVERS. 12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA STATEWIDE BUILDING CODE & SECTION 303 GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMITTED APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL_ 13. PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE (SOILS, CONCRETE, ETC.) 14. NOTE THE REQUIREMENTS IN SECTION 507 OF BOCA FOR UNLIMITED AREA BUILDINGS. PLANTING SCHEDULE COMMON NAME SIZE AT TiME OF PLANTING SPACING QUANTITY o PIN OAK 2' CAL 0 V HIGH AS SHOWN 30 RED MAPLE 2" CAL 0 V HIGH AS SHOWN 32 EASTERN RED BUD 2' CAL AT 6" HIGH AS SHOWN 18 HER HOLLY 36' HEIGHT AS SHOWN 91 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RELIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS, MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB, ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 % FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. LIGHTING LEGEND LITHONIA KAD 250M MH 4-FIXTURE MOUNTING HEIGHT-20' LITHONiA KAD 250M MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8' 218/3' BM-25/2' SM 2A) PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 2A) ::.:.:.: ::::.. PROPOSED CONCRETE AREA ' .; .; ' A:. �•. ,;':�__- i -, - PROPOSED GRASS AREA PROPOSED EASEMENT AREA - _ ZONING BOUNDARY ZB UTILITY PEDESTALS a 0 EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN �__ rW . •� EXISTING WATER MAIN PROPOSED FIRE HYDRANT W. PROPOSED GATE VALVE & BOX W 4-- EXISTING SAN. SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE -RS.S"___0--�S.Si- PROPOSED UNDERGROUND ELECTRIC SERVICE - iELEC i PROPOSED UNDERGROUND TELEPHONE SERVICE 1TELI w PROPOSED GAS SERVICE --1 ! GAS CG-12 HANDICAPPED ACCESS RAMP �_ 0 = Q Q d d a d U 8 0 vi vi vi vi m o 0 0 0 0 U J a 0 0 z Y d a F_ 0 z w w � a o `n U Z w O co z W o z V) Q o Q U Q H O w 0 Q v mi w 0 M o W i Q d O U D W Q 3 Q Q D >- tjl w > vi Vi w o L3 Cj cj �LL�oQL Z 41 J c0� n o 0 0 0 0 w w w w w w w w w w w w O O p 0 O O 1 1 r N I Q �-) r N rn 0 O O O I N .- N M d t0 §9� A o ;q e •� ,5- co Ra fit __- C Q L .2 I g U •f" 0 W - o 40 w W N C C to CL "d s 16 O J - •pw .•a • x C� OD q' 9 . 0 a U9 � V . } N 406 LU � �-6 � ,� ,� W I'-� Lt>LLW NIA r-4 T 4 zo a A�w z o w "f O rt w cr O Q� 'Jw�w � vo°-'`' )WZ Y L_N (}'C5fZ > IO`�4aw 6• -° w a �� - o 4/ 0 - 00_ 6 1 k- O v W W SCALE: DRAWN BY' ✓. D. S. PROJECT NO. DATE: 51JO102 SHEET ,2 of 61 i ti / t if / �!„ . 11 / / /11, ,® i I/ A/ O �` 11 ;' ��. J/` O/� / � 5 'ICO EX. SS ' MH. / Q' / J, •i ,; -�� / ,, RIM � 1 //��`` 5 .91 K +�' 7 <C ii i INV. OUfi=742.6 Q O.11 P/ , " ; } �l 1 ,-Q/r y 11 �S' Az, CORE DRILL NEW INVERT Q, 1'' 1P ,, AT BENCH. ELEV.=74;335 �' /' PROVIDE KOR-N-SEAL, ADAPTER. ,/ :r INSTALLED BY CONTRACTOR, ` I 1 BUILDING OCCUPANCY/SHARED PARKING ARRANGEMENTS: ACCESSORY USES ALLOWED, SHOULD ACCESS TO SUFFICIENT � Uses requiring an occupancy load in excess of 1000 PARKING MEETING THE COUNTY REQUIREMENTS FOR "SHARED / "` _) persons shall only be permitted should 163 shared PARKING" BE SECURED BY THE OWNER AND AFTER REVIEW OF f1. parking spaces be made available within the Common- THE PARKING AGREEMENTS BY THE ZONING ADMINISTRATOR. / aY_�__/ wealth Business Park. The shared agreements shall Special Conventions (seating for 1000) ,/ '-1, be signed by the associated land owner and specify Apple Blossom Events I ' SIR3 the times that shared spaces are available. Special Shows / TYPE DI-1 Concerts / PROVIDE 6 LEYLAND CYPRESS Major School Functions RIM 750. DO / INVERT iN 747.80 C4 MIN PLANTING HEIGHT - 4 FT. Banquets / INVERT IN 748.30 R5 SPACING AS SHOWN Trade Shows ( INVERT OUT 747.30 C3 N /F 't PROVIDE TRAFFIC BEARING DUMPSTER PAD. PROVIDE DAVID B. HOLLIDAY I RIM AND GRATE 6' OPAQUE BOARD FENCE TMP 63 ((A)) 91D WITH DOUBLE SWING GATE ZONED: B-3 STR.5 STR.6 TYPE. DRAIN BASIN 1c STR.4 USE: VACANT RIM 751.50 ,�`'� TYPE: DRAIN BASIN TYPE: RIM 7 1.50 DRAT t 5 N BASIN INVERT �� VE T IN 749.50 C6 ,�. 1_.. ,„, L_ _-_ .-__ __ .___ .__. __. _... RIM 751.25 __ -._. _.. _..-. -.. __. _- - __.....__ _.INVERT.OU.T 749.30_.C5___ .'.' rt-E•'t,.'.-.. ___ __.. _.. _.k. -_ _1NVERT..O_UT750.00_C6._.._-. _..._.. - _-- -- ._. -- - - INVERT iN 748.65 C5 +_EXiST. 4" PVC INVERT OUT 748.45 C4 I CONDUIT _ S 32*22'03" W 441.20' / IC/ / zl�_11 STOP SIGN o41 Al. . - .QP--VF--. � .- ..- - . - : .- - , . . _ -B.P.L.__ _. _ ___ _.w ____. __ _ .. __ _ _ _. �____ ... .. /-REQUIRED I . . I .... . _..: :: -'v ... - ( I . ` - _ �• o } 1.i� _ o .�'� 0_ :� g _ 12 tM�[ GEPIG , "A� ASS :. o t �- G . : ; •.:. ; - ' tE - C6 LEN 104 SLtI� :ter : t:. ' :. . :-1-:: ^ - LQPE p l0in. PP _ __ :._ .. ... ,� .... _ .:_:: -:,T : " : , D &3i° : 'A 2TgrC P PROPOSED GAS SERVICE TELE. PED. _ -. ��'''''"11 1f4 :_'. -___ _::.:_::: RCP:- a:f. R5 6n PPP s 275 FT. 100 FT. I I ELEC. PER I 4 _ ::•::::WA.TER::t.A : ;:11 " C ,;~': _ -6 ATE VALVE 11%�'� _ :EASEMENT:: ! I ::: ��FIRE DEPI REMOVE DC FIRE HYDRANT - ' - 7 CONNECTION LOADING DOCK (10'x12'} 7 ( • '- INSTALL 1-8 TEE I � - - -:.. _.. 1 1/2" WATER _' s• T INSTALL 8" GATE VALVE . I - METER 8 CONCRETE PAD ( ' 1-90' BEND I ' • • 45.00' 12.00' � 1 RELOCATE F.H. ASSEMBLY f 0 :::. : %::.. , .,.�, ,:•:...•.: . • - . GREASE TRAP I ® ' . ......'..... R4.6" P _. L' � - : .' .. - ! :: �, _ ._ .. - . • :. - ' --•':.:...:-: ..... • 4" SEWER LATERAL ( ROOF DRAIN ---p (TYPICAL} - 11 t ...� , •... �?'•_•-•- '-o1-.'. ...:.:......:......... . -AT STEIRM' :: .. _. . � . . - KITH CLEANOUT KITCHEN WASTE ONLY PR V P U S E D 14s FT 6" PVC SDR35 ::::::::::::::.::.:.:.:.::.:::::: :� :::::_.::::.: _::: -::::- :::::.::::: 579750 S.F. SPORTSPLEX AND EVENT CENTERSEWER ®1.28% ® e ::::_:.:::..::..::.:.::_,:::.:.::::::_:�2 - . - .f :: = ::: _ ::::.::- :.::::. LATERAL iNV=746.2521,000 S.F. EXPANSION PRQVIDED ... ..PHASE : TKO 1-F.H. ASSEMBLY r :::'::.' :::: : = :-: _:: . = ...'. - ...... ..... _.:: '.:::,_:, A oTNER ULTIMATE ._ AREA - 78,750 S.F. BUILDING EXPANSION I 1-8"x6" REDUCER I 1 20.0 :-2Q00'..- .'OS'•:-:-' ... ..............:....:. :.....:... zo-Do'.-:::.20.00' -::-:..:.-.�:_..-..' ' -'7 _ _:..._-'-::.'-:-••::: : :�:_ s�?aoo.. l I TEN WASTE} F.F. = 751.75 21,000 S.F. ......:. - - 4 _ .. .-... � Al 6 :: :.. ..' .cw ��..: :....: •} :. . N/FW LOT 3 :.-...-'-'-':..._ ..�_ .. ... �_ ......:.: '.:.. •.•:._ _ N VALLEY LUMBER TMP 63 ((A)) 916 ® i ® -�-�' RIM` 7-M.60.--'- ...:...... w - - •. ' • 6.00' EX. 5.994 ACRESJ I I ZONED: B-3 IN1%.00tF=745.25'_'-.'...:' * ATERTICHI -:....__:•.-, ' .-.-- 0 •'•.� - - :-: : ' : USE: VACANT s ; FRAME'& -COVER'-.-._-.-:-.• ::........::.:.. .......... - :-..•..... ......-� I I I ® j IS ,--,,-� a - ---:' - ... r ... n......--.- . . '.----R2:8".CPP�.-.-:: I' ...... . .' <,' ... ... .4 I ^, .. . . . ' ' . :'-:.- - ' �� <- 5 . WALL MOUNTED HANDICAP PARKING SIGNS I LOT 2 1 I I ! :••�-�: ':-. . :::•..-:....-.....: :.-::._-_-..,.:...._.....:::........__._ w. INSTALLED PER VIRGINIA STATE CODE Q I .-.. Q ® • . _ SEC17ON�1 36-99.11 (EIGHT REQ'D.) . 12.000 ACRES i u.1.1 1 0 '- . - ..- ..r. ::.I.W -_ . - ;..-.:.:::::.....:..":.... :. _ * .• f ; r;_:� : ..` `' • : '•'•..... .•-•- .. : _,_,_: ' : :: ' '' PROVIDE CONCRETE WHEEL I SIR. 2 1 .: '- '• - • : : . . . - o STOPS 1N PHASE ONE t:i� • TYPE: DI-7 ._ "..' _ �`�! . r .. �/A k - d A ' d ,.. •: 8• a fT CONCRE)E S1DE1NTIIIG•1__�\____ 'd • ~ -ir' O "5 RIM 749.50 I �+ �9 :: '• •:.' ' �:•' .. . ♦ \� INVERT 1N 746.30 C3 1 2 1`41 j 0-- :�. 1> ....:...:...... ..•:.. -' ... - . •• _ , . • ,-.: - -: • :-: IN -PT VE OUT 746 I0 C2 I '� t ® :. - •o .::'. `i< G . . g - / o . O. .': ti�J J o PROVIDE TYPE NJ GRATE : ........ ° j R� - 4 ... Ff 'CON .... :':::...- '.. - :.. �.,....... -. � :S .: S :'. � .. ..... .. :'- . • . '• . . . • , - ' . , 0 P J �tUd .✓ o ® ... �...... _ .. . 1... - r / 1 ..... ,� �: ...'..:....' .... .- .. '; .... • • -...:... ..:.'......: :'•' :'.'..'. • ..: 8: '..� 8.D 8:0 .8'0''8.4 8.0..8.0. -8,0 "8. 8:0..80' y ... '� . CGS I 6 .. _ , ... •- ... :.. . ........ .. PROPtDSED: lR . 9B p O:- .. .o ... -• • ' ,• .._..:.. ....... : - .::...:- :.'...::.:'. _ . T ER URB:TO UTT t?. ELEV .:.'.. :: ItYDR>A T ASS'Y' ......'� :. / �._ . .'- 'OVE-R:1D- F}: - ]Y - •'OF - :PLACES :..:..: :..:: ... •TAP: BY FCS . - . r . .. ... . i It . .. .. .. ;'_'.. I s '.. . t--- . :. �. _i , . ?� 1.o i .. o . O 0 . Ii . �. 0 .'.. . .. .. . 1 2 ® !f7_ . ., 11 _--'-:.•.-...'- ::..'.'-'- ::.... -...'- .:-...:.- :.:-:.::=:'.......... tiR � { ' C L ETV • 152' • , :SLOP-E 1 7q -' .....DIA .15rn. CP : END SECTION 2 F1 CONCRETE / ��`� / ° 1 i STA 6+57.68 FLUME (TYP.) S7R.: END SECTION / �� ' Q`."�' 20.00' 22.00' ( 20.Q0' ( : ' ' ':' - INVERT IN 744.50 C2 INVERT OUT 745.00 C7 ° 0 / �-� -. I 11 :' D0' ,I , �0 00' 22:00 - ' ' . / T ,,; �� I 1 : • 1•- -1� 20.00' . PROVIDE EC-1 PROVIDE EC-1 ��, ,-�P� / I :20, 22:00 A3 EJJC. \` .r ✓ .h� 1 j. . ... -. � k, 1' C' r '. TYPE: ES-1 I ® :..a -. n - :.:. mac- . / / c, INVERT OUT 748.50 Cl ; : .• ' ' A ..::; • - . :�. - r--^ ...'. TIN / END SEC 0 a 1 i ® . . . ....7_ ,:. . .,. �''r�%.:. .-. •-._.. . � C/) - c i I I N STA 1+51.77 / r �`` / 0 :• . -.. -•-_ . ... - :: . . :: -....; INVERT IN 746.00 EX. WATER VALVE I I I .. - - :.: PROVIDE EC-1 RAISE VALVE BSX / / 0 -- - - -' :' AS NECESSARY / / dr i :.: r i ® �.. - y-' 50 R.L. i ACCESSORY USES ALLOWED I WITH PARKING PROVIDED ON SITE Youth and Adult Leagues Church, Corporate and Civic Programs Civic Fundraising Programs Regional and National Tournaments Youth Clinics and Camps Roller Skating Martial Arts Studio Aerobics Studio Gymnastic Center Fitness Center Retail Store ACCESSORY USES ALLOWED WITH PARKING PROVIDED ON SiTE PER DESCRIPTION PROVIDED SEPARATELY Moms and Tots Programs Senior Citizens Day Programs Conference and private party rooms Adult Quiet Rooms Major School Functions Restaurant/Snack Bar (30 seats maximum) Coffee/Cappucino Kiosk , II I I I I I "_'_'41 �, 4 IV zo -P I 1-F.H. ASSEMBLY TAP BY F.0 S A. (TYP. OF 2) 12" NYLOPLAST DROP INLET - W/TRAFFIC BEARING GRATE (TYPICAL OF 6) SIR 9 TYPE: DRAIN BASIN RIM 751.50 INVERT OUT 749.50 C9 SIR 8 TYPE, DRAIN BASIN RIM 751.50 INVERT IN 748.70 C9 INVERT OUT 748.50 C8 N/F HOOD DAIRIES TMP 63 ((A)) 86 ZONED:M2 USE: INDUSTRIAL WB 101 P 1673 41> 11 O S� 4�- ",s 4Z �­P`, J STR 7 TYPE. DRAIN BASIN RIM 751.50 INVERT IN 747,70 C8 INVERT OUT 747.50 C7 PROVIDE ANCHORED CONC. WHEEL STOPS IN PHASE ONE 7P )PROVIDE 4 FT. GAP IN CURB FOR DRAINAGE I ') I TRIP GENERATION y' FTE, 6 EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 542 T.P.D. y I USE ODE- 435 It I ' ~ . !,; 32 PARKING SPACES TO BE ® :.. :.' • •' . . •::'.. o .......:::.::...'::::.:....:._.:,_....:.:..: .:. / Fes., / 9 DEVELOPED COINCIDENT WITH ® -_. - .: • .... ..--...•.:.._.•...:: ' :.......::':',' ':...::-�. PROPOSED PEDESTAL SIGN I",b�`' / / ° SEE NOTES 1 AND 9 /� / ° .o. - •.• . Q) , L! � . . il (S) - ---'� � F�. a ape ® -� T (�) (�) (�) , t I !�� I N')11 -- -- -- - !, -- -- -- ___ `' f ►� S 32124'29" W 1096.61 OUTLET 2 - - - - - - - - o o �vu.� OUTLET I INV O11T-742 5 I OUTLET 3 "'• (9 I PHASE IW) BUILDING EXPANSION !, , TP 1 , .. t/ �IF 6. O' RAILROAD SPIKE FOUND IN - - 30" CNERR Y TREE ,-,r .. ( `' ~'' " INV. OUT=742.5 - INV. OUT-7430 r"-1 I �...;_- �•.r-� � ` LIP OF FLARED �_ -F ;._ END SECTION = 740.73 INTERSTATE I-81 EXPANSION AND IMPROVEMENT PLANS MAY POSSIBLY IMPACT THIS SITE IN THE FUTURE. 36" RCP -- INVERT = 740.27 0i9APH/CSOW, F 30 15 0 30 60 ( IN FEET ) 1 Inch = 30 ft. ---___-__._--...._.-_-____-__....-._._._.__.__-. "---- NTE - S.B.L. INTERSTATE ROUTE 81 - VARIABLE WIDTH R/W-65 MPH POSTED SPEED LIMIT . I'I• ., �,_,,_f PROJECT SUMMARY TAX IDENTIFICATION NUMBER 63-A-91C EXISTING PARCEL AREA 6.0238 ACRES ZONING B3 ADDRESS COMMONWEALTH BLVD. CURRENT USE VACANT PROPOSED USE INDOOR RECREATION AND EVENT CENTER DISTURBED AREA 5.50 ACRES SETBACKS REQUIRED PROVIDED FRONT 35' 51'+ SIDE 15 30'+ REAR(I-81) 50' 212'+ PARKING 5' 5.5' BUILDING HEIGHT 35' (MAX.) 24'(+/-) TOTAL GROUND FLOOR AREA 57,750 SQ.FT. (PHASE 1) 78,750 SQ.FT. (PHASE 2) BUILDING USE SUMMARY 78,750 S.F. INDOOR RECREATION FAR ALLOWED 1.0 FAR PROVIDED 0.29 (PHASE 2) MINIMUM LANDSCAPED AREA 25% 1.498 AC. LANDSCAPED AREA PROVIDE Z36 AC. 39.47 PAVEMENT AREA 1,82 ACRES PARKING REQUIRED PROVIDED (PH 1) PROVIDED (PH 2) (TOTAL INDOOR REC CENTER 250 218 250 HANDICAP SPACES 7 8 8 LOADING SPACES 1 1 1 SHARED PARKING SPACES - 145 (CarQuest) 145 TOATL SPACES AVAILABLE - 363 395 PARKING LANDSCAPING PARKING LOT PERIMETER 2183 FT. PERIMETER TREES REQUIRED 54.60 (®1/40 FT.) PERIMETER TREES PROVIDED 55 INTERIOR TREES REQUIRED 24.9 (0i/10 SP.) INTERIOR TREES PROVIDED 25 TOTAL TREES REQUIRED 80 TOTAL TREES PROVIDED 80 PARKING LOT LANDSCAPING REQ'D. 13,046 SQ. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 14,450 SQ.FT.(+/--) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. I ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9, SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX, SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. 10, NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11. THE CLEAN -OUTS ON THE SEWER MAIN SHALL BE LOCATED A MAXIMUM OF 100 FT. APART AND HAVE APPROVED TRAFFIC COVERS. 12. BUILDINGS SHALL COMPLY WiTH THE VIRGINIA STATEWIDE BUILDING CODE & SECTION 303 GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMITTED APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 13. PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE, ETC.) 14. NOTE THE REQUIREMENTS IN SECTION 507 OF BOCA FOR UNLIMITED AREA BUILDINGS. PLANTING SCHEDULE COMMON NAME SiZE AT TiME OF PLANTING SPACING QUANTITY o PIN OAK 2' CAL. D 6' HiGH AS SHOWN 30 RED MAPLE 2' CAL 6 V HIGH AS SHOWN 32 EASTERN RED BUD 1 2CAL AT 6' HIGH I AS SHORN 1 18 0 HEFT HOLLY 36' HEIGHT I AS SHOWN 1 91 SEEDING REQUIREMENTS ALL DISTURBED AREA PA I S NOT PAVED WILL REC EVE AT A MINIMUM 6' OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT, 1 LB. ANNUAL RYE PER 1,000 SO. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY SNSITE TESTING PERFORMED AT TiME OF CONSTRUCTION. AT A MINIMUM LiME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT, LIGHTING LEGEND + LITHONIA KAD 250M MH 4-FIXTURE MOUNTING HEIGHT-20' �a LITHONIA KAD 250M MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8' 21B/3' BM-25/2' SM 2A) PROPOSED STANDARD PAVED AREA (8' 21B/2' SDI 2A) PROPOSED CONCRETE AREA PROPOSED GRASS AREA PROPOSED EASEMENT AREA ZONING BOUNDARY UTILITY PEDESTALS EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX EXISTING SAN. SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE PROPOSED UNDERGROUND ELECTRIC SERVICE PROPOSED UNDERGROUND TELEPHONE SERVICE PROPOSED GAS SERVICE %-12 HANDICAPPED ACCESS RAMP ---is. s+-i►---fs S. +- - --- I ELEC F i TEL QS 0 :� :� = .:-1i Q m o 0 0 0 0 0 z FZ d w (j J U) d U t- Z d U W z Y W ,< d cn CL 0 UJ 0 Z w o w M = 0 o 0 F Z U o W 0) LJ Mi o z Z � o 0 DvZV) Z L, a- LdZ >_ w 0wo U)(D _ fi Q d U Y tN U ¢ a th <c Q >_ LU w Ui Vi 0 a OU s c� w o � y y � � o L_ L_ 0 d W LJ J U w w w � C) = w w w w w w w Wn cn uW (n cn v� cn w w w w w w w Cq to NO O o 0 0 I` N � Q 01 6) o o- I N N 2 .- g 1 0 A (d cno dD L lk5-��i Q §flLL I *W4 Ili �' _j ® � I Qt 3r. OD 43 • i C C ad E C PC 4Z A J � • Pol c$ v L_ (L" 9 i 8 0 y! " W ,i0)1 P-4 9. - Y op" to a9,>i1 w -GJ M -A a\ ZZ I,-3 O w p d W Z � O mod• ^a. -d i �Ow z � U- cZw o� Uw�- _wC 1� d - �- N ti (9 Z w O w 6 ,w 0 U �� ` - d p N a �0 1­1 j v V_ SCALE: DRAWN BY: J. D. S. PROJECT NO. DATE: 51,,30102 SHEET 2 of 61 �2s� / / Q Q 7 1` �O EX. SS i MH. 0 :. 4tRIM --%51.91 -�, iNV. OUT=742.6 Q ,�0 t CORE DRiLL NEW INVERT AT BENCH. ELEV.=743.35 co %4 PROVIDE KOR-N-SEAL.. ADAPTER. INSTALLED BY CONTRACTOR. I 7 Additional parking for Accessory Uses is available, by separate agreement, with the Carquest Facility I y_, at Commonwealth Blvd and Valley Pike. 145 spaces have been made available to the Sportsplex during the hours of 5:00 pm to 8.00 am. This parking STR.3 PROVIDE 6 LEYLAND CYPRESS lot is withing walking distance of the Sportsplex. TYPE Dl-1 MIN PLANTING HEIGHT - 4 FT. , =` RIM 750.00 SPACING AS SHOWN INVERT IN 74780 C4 INVERT iN 748.30 R5 DUMPSTER PAD. PROVIDE 1 INVERT OUT 74730 P"?N/F PROVIDE TRAFFIC BEARING 6' OPAQUE BOARD FENCE DAVID B. HOLLIDAY RIM AND GRATE WiTH DOUBLE SWING GATE 63 ((A)) TMP 91D STR.S I I ZONED: B-3 ti� STR.6 I ? STR.4 USE: VACANT RIM 751.50N BASIN �> �►"� TYPE: GRAIN BASIN TYPE.' DRAIN BASIN INVERT IN 149.50 C6 RIM 751.50 I ; RIM 751.25 _ .__ _ JNVER_.DU.T 749.30__C5 __ -15 r•v=z•t'.C,� .- _. _ -_ __. _JNVERT OU_T 750,00_.C6_ _ ; f _ INVERT 1N 74$.65 C5_ _ , EXIST. 4" PVC INVERT OUT 748.45 C4 CONDUIT - - - - - - S 32'22'03' W - - 441_20' - - - -t :h STOP SIGN _ J.I f 0 A `t t a, �' /-REQUIRED ti � ( I 1 1 R5 b6 CPP 6dw, \\\-LOADING f IRE DEPT. REMOVE EX. FIRE HYDRANT INSTALL 1-8* TEE CONNECTION DOCK (1612') 1 112- WATER INSTALL 8" GATE VALVE ' 1 BEND -- METER 8w CONCRETE PAD L TE- ® r..' . • _ , GREASE TRAP f 6 ... :.':'.'.' ; ::...:.:. 9';.:..AT 1fSA AT::.::::.:..:. :' STf?R�tt.:. ':'.. . ::. 4" SEWER LATERAL WITH CLEANOUT PROPOSED ROOF DRAIN ---� (TYPICAL) ® : - (KITCHEN WASTE ONLY) 148 6' PVC SDR35 !f .::::--=:: =:::=::=_ . 57,750 S.F. SPORTSPLEX AND EVENT CENTER I WER01.2 I ® .'..:....:. ...:.:.:..: . .:.N..::..:. y . ::' .:.'.. :::: LATERAL iNV.=746.25 21,000 S.F. EXPANSION PROVIDED :.' TWO - ASSEMBLY I� 1 F.H. 1-8"x6" REDl7CER . .. : 2(TOD': :'::22.'D0... .: ..... .: :::.. :. -' "PHASE 6 SEWER LATERAL - (OTHER THAN KITCHEN ULTIMATE AREA - 78,750 S.F. BUILDING EXPANSION I 20 0 (.....:'..: 0 3r8- CPP. - WASTE) L A N/F VALLEY LUMBER TMP 63 ((A)) 91B I ZONED: B-3 f USE: VACANT jt LOT 2 f' 1 'If ' .. 12.000 ACRES: { f SIR. 2 i TYPE.Dl-7 f RiM 749.50 INVERT VE IN 746.30 6 30 C3 f INVERT OUT 746.10 C2 f N PROVIDE TYPE N GRATE f f I ll f f � f 71 I f � f STR. I f � 1 TYPE: ES-1 I INVERT OUT 748.50 Cl !f I (I 1 f : ... 2QOD. F.F. = 751.75 21,000 S.F. . ........ MA bnk:.= ::_ LOT 3 ® INS:OUT:, 4525:':.'.:.:' EX. 5.994 ACRES ATERTIGHT'-.'.' ..._ FRAME4'CO0.-.'.'.'...:-.•:... �- .. . �. ® :. .. ................ ..._. i :. :.... R2-8" CPP p c t . .: :.: .' .' WALL MOUNTED HANDICAP PARKING SIGNS i o. INSTALLED PER VIRGINIA STATE CODE SECTION 36-99.11 (EIGHT REQ'D.) . w PROVIDE CONCRETE WHEEL ®e ' -" : : o STOPS IN PHASE ONE I} '::.. • • -- � . .a. s`8FT ® � •• ,:, CONCRE�f SiDEiitU�� -e.v- °dp P \ o:'. 4FCON. :: pN. -•'-.•- .... '._37 SIDE LiK.. . - PR $. r : T ER . URB- TC1. (l R. EtEt�:.... :. :. HYDR.4A(T 'ASS''Y. cvN rM:�. OV$.E-TAP -YFCS . :.. 't. Os ' �� ou 0 . - j C ® GEAI-152� SLOP 1: 79..:- :'. DIA�15in.P : END SECTION 2 FT. CONCRETE {zll�l . ...... STA 6+5768 FLUME (TYP.) STR.: END SECTION / \Q Q, p / 20, 00 J 22.00' .2000 , ZD.tIO' :.:' _. ' ; : INVERT iN 744.50 C2 INVERT OUT 745.00 C7 / ,gyp , X�� ( 20.00.. PROVIDE EC-1 PROVIDE EC- I ® :.. :w.. S e .. ...77 ......��..........• .... LLJ f o 3y o 6 .-. .. .. - -r•r- .... .�- . • -.. - • - - �r�--- • � END SECTION / j ® cl; STA 1+51.77 / .. .- -'.•.• .: . ... -.: :. ... w INVERT IN 746.00 EX. WATER VALVE / d- . PROVIDE EC-1 RAISE VALVE BOX AS NECESSARY / • 50 R L ACCESSORY USES: Youth and Adult Leagues Moms and Tots Programs Youth Clinics and Cows Senior Citizens Day Programs Church, Corporate and Civic Programs Civic Fundraising Programs Roller Skating Regional and National Tournaments Special Conventions: Apple Blossom Events Special Shows Concerts Major School Functions Banquets Trade Shows ACCESSORY FACILITIES Gymnastic Center Fitnes Facility Massage Therapy Facility Retail Store Restaurant/Snack Bar Coffee/Cappucino Kiosk Martial Arts Studio Aerobics Studio 1-F.H. ASSEMBLY TAP BY F.C.S.A. (I YP. OF 2) 12" NY20PLAST DROP INLET W/TRAFFIC BEARING CRATE (TYPICAL OF 6) SIR 9 TYPE. DRAIN BASIN RiM 751.50 INVERT OUT 749.50 C9 SIR 8 TYPE: DRAIN BASIN RIM 751,50 INVERT IN 748.70 C9 INVERT OUT 748.50 C8 'I • I' I .I J HOODNDAIRIES ' I TMP 63 ((A)) 86 _ ZONED:M2 USE: INDUSTRIAL WB 101 P 1673 4 SIR 7 _ r TYPE DRAIN BASIN 7 T RIM 751.50 INVERT IN 747,70 C8 INVERT OUT 747.50 C7 I 1 �li `�` "1 1 ANCHORED CONIEEL STS IN PHASE N ONE 20. PROVIDE 4 FT. GAP iN v 01 CURB FOR DRAINAGE QE 00 ® I TRIP GENERATION ® ITE, 6 EDMON ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 542 TI-I.D. { g I USE MOE: 435 AI I .. ... . ... .... . N / - ,� PROPOSED PEDESTAL SIGN SEE NOTES I AND 9QL - :oTita / ,J o S 32t24'29" W - - - 1096.67 OUTLET 2 o � o OUTLET I iNV.OUI==742.5 OUTLET 3 INV. OUT=742.5 INV. OUT=743.0 LIP OF FLARED INTERSTATE I-81 EXPANSION AND IMPROVEMENT PLANS MAY POSSIBLY IMPACT THIS SITE IN THE FUTURE. END SECTION 740.73 36" RCP �- INVERT = 740.27 CR,4PH/CS4OWE 30 15 0 30 60 IN FEET) I inch = 30 ft. S.B:L: �INT`RSTA 'U1 S.B.L. INTERSTATE ROUTE 81 - VARIABLE WIDTH R/W-65 MPH POSTED SPEED LIMIT �32 PARKING SPACES TO BE DEVELOPED COINCIDENT WITH PHASE TWO BUILDING EXPANSION TP O-W RAILROAD SPIKE F_TJO" FOUND IN - - CHERRY TREE PROJECT SUMMARY TAX IDENTIFICATION NUMBER 63-A-91C EXISTING PARCEL 6.0238 ACRES ZONING B3 ADDRESS COMMONWEALTH BLVD. CURRENT USE VACANT PROPOSED USE INDOOR RECREATION AND EVENT CENTER DISTURBED AREA 5.50 ACRES SMACKS REQUIRED PROVIDED FRONT 35' 51'+ SIDE 15' 30'+ REAR(I-81) 50' 212'+ PARKING 5' 5.5' BUILDING HOGHT 35' (MAX.) 24'(+/-) TOTAL GROUND FLOOR AREA 57,750 SQ.FT. (PHASE 1) 78,750 SQ.FT. (PHASE 2) BUILDING USE SUMMARY 78,750 S.F. INDOOR RECREATION FAR ALLOWED 1.0 FAR PROVIDED 0.29 (PHASE 2) MINIMUM LANDSCAPED AREA 25% 1.498 AC LANDSCAPED AREA PROVIDED------- 2.36 AC, 39.4% PAVEMENT AREA 1.82 ACRES PARKING REQUIRED PROVIDED (PH 1) PROVIDED (PH 2) (TOTAL INDOOR REC CENTER 250 218 250 HANDICAP SPACES 7 8 8 LOADING SPACES 1 1 1 PARKING LANDSCAPING PARKING LOT PERIMETER 2183 FT. PERIMETER TREES REQUIRED 54.60 (@1/40 FT.) PERIMETER TREES PROVIDED 55 INTERIOR TREES REQUIRED 24.9 (01/10 SP.) INTERIOR TREES PROVIDED 25 TOTAL TREES REQUIRED 80 TOTAL TREES PROVIDED 80 PARKING LOT LANDSCAPING REQD, 13,046 SO. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 14,450 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE, 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35. MAX. SIGN AREA= 100 S.F. 10.NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11. THE CLEAN -OUTS ON THE SEWER MAIN SHALL BE LOCATED A MAXIMUM OF 100 FT. APART AND HAVE APPROVED TRAFFIC COVERS. 12. BUILDINGS SHALL COMPLY WiTH THE VIRGINIA STATEWIDE BUILDING CODE & SECTION 303 GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMITTED APPLICATION SHALL BE SEALED BY A ViRGINIA LICENSED DESIGN PROFESSIONAL 13. PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE, ETC.) 14. NOTE THE REQUIREMENTS IN SECTION 507 OF BOCA FOR UNLIMITED AREA BUILDINGS. PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PIJd'ITI1G SPACING QUANTITY 0 PIN OAK 2 � 6 CAL f9GH AS SHOWN 30 RED MAPLE 2' CAL 0 V HIGH AS SHOWN 32 EASTERN RED BUD 2' CAL AT 6' HIGH AS SHOWN 18 HETZ HOLLY 36' HEIGHT AS SHOWN 91 SEEDING RE E QUIR MENTS ALL DISTURBED AREAS NOT PAVED WLL RECIEVE AT A MINIMUM 6' OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SO. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY O NSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. LIGHTING LEGEND LITHONIA KAD 250M MH 4-FIXTURE MOUNTING HEIGHT-20' LITHONIA KAD 250M MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER - PROPOSED STANDARD PAVED AREA (B' 21B/3' BM-25/2' SM 2A) PROPOSED STANDARD PAVED AREA (8' 21B/2- SM 2A) .. ... ...:.. : .. PROPOSED CONCRETE AREA PROPOSED GRASS AREA - - PROPOSED EASEMENT AREA - - ZONING BOUNDARY ZB UTILITY PEDESTALS T� EE DUSTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAiN W i EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX 04 i W *-- EXiSTiNG SAN. SEWER AND MANHOLE PROPOSED SAN, SEWER AND MANHOLE -►S S. ---�-�5. s +- PROPOSED UNDERGROUND ELECTRIC SERVICE --IELEC PROPOSED UNDERGROUND TELEPHONE SERVICE TEL i PROPOSED GAS SERVICE 1GASI--- CG-12 HANKAPPED ACCESS RAMP n P G G L = d Q d Q Q } Vi vi A 0 vi m o 0 0 0 0 Z w � Z o U OnLLJ Z 0 W EL Q¢ Ljl UU oZ� U Z w w Z z J a 0 Q vi c� W o Vi U vt w U oQ n 0 a w U Z w w w o M w a. m r- 0 0 0 0 0 w w w w w 0 V) (10 N N > > > > > w w w w w W_CrWWW W N o N o NO O 0 r: N a, � 0 0 0 t u) A J 3 Z 0 Q w Z 0 0 �� mow0 Up Z _ r �N O C')L,Z w Q �� o °4o-3 a _/ SCALE: 1 "- 30' DRAWN BY; ✓, D. S. PROJECT NO. DATE: 5130102 SHEET 2 of 6 ///...... ///////////////////////I////%% //// /////%//// 7///' id/i//ii%%//%% ' %////////////// %//////////////l ///////// %/// // ///////1///////////I////MER PP, 11 %i%i/%///i%/% � ,i I /' y i i / �i / �iiiai / / �Oii//i�' ✓ill iiiiiiiu/' r///iiaf% ///////Guist/ f /uuiai�' iii> //tits/ ///%//iaii� i7 //assist /ui/a' /ii GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish alll materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use, Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County, and the contract documents. 2. The engqineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The controctor h IIexercise s a care in this works v i o as to a n d damage to an utilities.Any damage shall be he contractor's responsibility. The contractor shall notify all utility companies 72yhours prior to t construction. Call "Miss Utility° 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditiions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All r in f ad or improvements to be confined to the project r g g p p olect area. Any work performed offsite is the Contractor's res onsibilit . P Y 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or rood, and offset hub elevation. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans, The lines shall additionally meet all requirements of the Frederick Counfv Sanitation Authority. 2. The contractor shall coordinate wit , and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2° in size. Before a permanent meter is set they require: 1) the frame and over be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to the final grade of the lot; 3the distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 4) all components of he meter box assembly to be inproper working order. It is the developer's/contractors responsibility to have the meter box assembly installed correctly. 5. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant, An application for service must be made and fees paid before work will begin. b) The Authority shall furnish and install all 5 - /8 , 3/4° and 1° water services, c) For 1 1/2° and 2 services the Authority shall make the tap and bring the piping to the property line. he conttractor is to furnish and install the meter vault assembly. The Authority will install the meter. d� The Authority will install all sewer laterals. 6. When an existing water main is tapped for the installation of a new line: a The Authori shall i s a I furnish all labor and i ty a materials to make the to . b) The developer/contractor r/contractor must: (1) make a lication for the to a f p pe pp p, (2) pay deposit (before work begins}; (3) mark the location of the tap; (4) make final payment whhen the work is completed. 7. The contractor shall tie- in n ' a new line to an existing manhole t ma ho e b core drilling h 9 Y the manhole. 9 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed, The assemb shall meet ASSE standard NO. 1015 or 1013. A remote readout is required. 9. All fire ines shall v e ha have a detector double u le check valve backflow, prevention assembly or a RPZ backflow prevention assembly as required. The assembly shall imeel ASSE standard NO. 1048 or 1047. A remote readout is required EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from Frederick County. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3, All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to hove stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site whic h are disturbed by this construction sha ll be provided wit h 4 topsoil, P ) fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE i. Burning of land clearing debris requires a permit from the County Fire Marshall. Burning of construction debris on site is prohibited. 2. Access for emergencyvehicles must be maintained of all times during construction. Temporary street signs must be posted n g p as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. P VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work n o this project shall conform to the latest editions of the Virginia Department De a en of Transportation T P„ 1 9 , P(VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual, Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. sheudeveloper shall be responsible for relocatingg, at his expense, any and all utilities, including traffic signal P e , junction boxes, controllers, etc. owned by VRO.T. or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design featu,-es relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of anyfield revision will be responsibility of the developer, 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for an work on VDOT right-of-way. D Y 7. 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 pprior to initiation of work. 8. Contractor shall notify the local VDOT ResidencyOffice when work is to be in or cease for an undetermined length of time. VDOT will also require 48 hours notice for any inspection. 9 Y 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained throu h construction, The Developer shall have, within the limits of the project, on employee certified b the gg r o f e De a tme t o Conservation and Recreation in y p Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All water and sewer lines within existing or proposed VOOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities of conflict points. 12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 13, All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the focation. When soil samples are submitted to private labratories for testing, the samples shall be clearly identified and labeled as belongingg to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to appllicable V.D.O.T, standards. 14, All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6° lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within Plus or minus 2% of optimum moisture for the full width of any dedicated street ri ht-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Rood and Bridge Specifications. A copy of oil tests shall be submitted to VDOT prior to final VDOT approval. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector, 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section, Contact the local V.D.O.T, residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Unito and total prices may be obscured, 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking scorn depths, a V,D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shalt be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spceifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T, representative shall be notified and given the opportunity to be present during the construction and testing of the density control trip. 21. Approval of these plans shall expire three �3) years from the date of the approval letter. 22. CG-12 Curb Ramps (Persons with mobility imporements) should be constructed at locations shown on the plan sheets or as directed by the V.D.O.T Engineer/ Inspector. .1 .., ... �::,­­ - 11 . ,�.�� , �. �; G 4 1 f' l� 6 1 i r t. vv� Jla s r. ae �` i r `j _ „Y § 9 1 ",""I'll, "It s .1. ... ,F , v s s 1 r t ,,. �k - ! yr.\ N„Y 1 ., rF a. t ALr - �F - a /- > i>t i.", j J :, 5 S p wgv. Y �, c., f d.. 1. r 2' iv, ^s. i� 3 7.; tom. C I. %s J 4 + f :3r f rP/ m:..C. y :. 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Piccadilly Street Winchester, - 22601 PHONE: (540) 6 •. • 40•• 04' �,. ­" .,' 3 '� J } r 1- n1�� I1 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION : DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. 1l.LtEl INDEX 1 COVER ., : E i 2 SITE DE'a�� I.OPMENT PLAN 3 GRADING k EROSION CONTROL PLAN 4 STORM S`-WER AND WATER PROFILES 5 SECTIONS & MISCELLANEOUS DETAILS 6 MISCELLANEOUS DETAILS OWNER DEVELOPER HODGI3i)N CONSTRUCTION 1180 PILE PIE RIDGE ROAD WINCHFS,TER, VIRGINIA 22603 PH.- �40-667-7529 ° ' i �� 7= y y Yi 4° �� l ",, i Approved by Frederick County Zoning Administrator A,W -JGfA 4 l l U Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: S ri , G �` ' . P I ov Q I noz �FNt 1� � �VELdPPAENT f �l H o�� ,t NALD A. MISLOtdSKY, J Z 0 NO. 020674 r,-.r �_ I I � Sheet Number i of 6 REVISED 9-19-D2- PER REVIEW AGENCY COMMENTS-J.D.S. 11 � /, - / t, / r 1' / / 2 / v , ,Vvh . r/�/ ;i , q�4z ,, if �0 Z �� .� EX. SS MH. tj ) / /i� �Qt RIM = '`751 .91 rf .� Q. � INV. OUT=742. it O , 0 4 � '/� � ,, �y ry z , / vo , j/ / / „ , � I /�, , I / It/ / , ,i( ..,/ / /--, r, STR.3 TYPE: DI-1 ROWDE 6 LEYLAND CYPRESS / RIM 750.00 MIN PLANTING HEIGHT - 4 FT INVERT IN 747.80 C4 SPACING AS SHOWN INVERT IN 748.30 R5 1' INVERT OUT 747.30 C3 UMPSTER PAD, PROVIDE PROVIDE TRAFFIC BEARING 6' OPAQUE BOARD FENCE � 'I. ,z / RIM AND GRATE WITH DOUBLE SWING GATE , ! ...._ __ . __ _ - -_.,. __ _.__ ---- --_ - ___ __........._..._.. __ ,_......__. EXIST, 4" PVC CONDUIT N/F DAVID B. HOLLIDAY TMP 63 ((A)) Q l D ZONED: B-3 STR.STYPE: STR.4 USE: VACANT DRAIN BASIN RIM 751.50 1; STR. 6 TYPE: DRAIN BASIN TYPE.' DRAIN BASIN INVERT IN 749.50 C6 i RIM 751.50 RIM 751.25 _ - _._ . __ _.- _ _. __ ...... INVERT_._OUT 749.3D_C5�. i5 f `a B R�L.- - -.. __ __ _- _.. _.INVERT .O.f ! J50,00 C6__. ___ r_ _ _ _.__ _... _.._ _w 7NVERl IN 748.65 C5 _- INVERT OUT 748.45 C4 S 32'22'03" W 441.20' ,� - CORE DRILL NEW INVERT v, Rc. STOP SIGN © _ _ ._ -._ __ -_ ...._ _-....._....._. _-. -_ ...._ _..- -. -_ __ -_ __. _._. -_ _-_ _ _.. _ •,_ B.R.L.w__ ._-. -_ -_ ,.._ __ _.._ -_ _w .w_. _.._ - -_ ..._... -._ _a_. __ _-_ -_ ......_...._. _ !V f 1 _,�"�"s 1. AT BENCH, ELEV,=74�.35 C � `T REQUIRED 9 - N 10 00,. �� ___ _ - +- - Iq PROVIDE KOR-N-SEAL', ADAPTER. / . ( .. � ( ; ;;r INSTALLED BY CONTRACTOR. °` ,;.r'' s>> o . . .. .. , . . '' 'r oI. 2 ENfE �E C:Y..ACCE�S ,� N �e'''. - o �� c :; i 1.T -��� ; 0.63q o 01A 12in.CPP , PROPOSED GAS SERVICE T. TELE. PED.-;1t•>._____ :.: ::1: d'.QAI'N �, GAS GAS .,.,.. .11 T ..BEND,.. :..�.-------------- : --D. :: ':PLOP; 20.:FI::': R5-6"' CPP ELEC. PED. I ., ;:;:,::,:.►yATER:;1NE 1-6" GATE VALVE f 275 FT. 100 FT. _ l �i�l �oy� , ....... , . 'BASEMENT':•:''• FIRE DEPT. REMOVE EX. FIRE HYDRANT f :�' S' ' ' :':- ' '� % ,•' ''' : .. •',;> CONNECTION LOADING DOCK (12 z12') INSTALL 1-8" TEE I r :: ..::' " I i' , , ..l' .'. 1 1/2 WATER I :I I : ' ,: INSTALL 8" GATE VALVE 1 ;, �; METER 8" CONCRETE PAD ' 1-90' BEND _ :.':.:::: ,..; ," 3 _- �ELEC' , RELOCATE F.H. ASSEMBLY f @ . . ...:.:..... • '.'...... .. 45.00 _I12,00 I-- I 1 f ,. i ® :.' 1. GREASE TRAP ®' 4:-6 P :.... ;::. ' \ .'. '+;✓ 4" SEWER LATERAL ROOF DRAIN -fT . Ariar,l A.'.....,....._', .., .... WITH CLEANOUT ( ) ' t.... '....',. - PROPOSED ® ... . J, .... AT $]`ORM :. TYPICAL I ' i } ® :... , .'.. .'.' ''•:'..'.'.'.'.:':.. (KITCHEN WASTE ONLY) 57�750 1 . 148 FT 6" PVC SDR35>-1,+.,, If : :;:, .•. ' ' :... �. ' • • :.:'.?'..� :'::•'•'• :' S.F.1' SPORTSPLEX l X...'' .... .. SEWER 0 1.28% 9.1. , , , '' 0• ', , , \ ......_ 1. ., � . ::.:::':,,�::'..&'.'. ..: `. :; `,. , - p . . - IATERAIL INV=746.25 21,000 S.F. EXPANSION PRO171DED I -1 , � _.. _j. __ - __ .. o.... , -,I ...... 0 .:-:.:-�,�-�:.�.x �. I PKASE TWO II 11 I . 1-F.H. ASSEMBLY I;!:� .. :' :.o�'' '.'.':'.'.' ' 6" SEWER LATERAL - I ti 1-8 x6" REDUCER 2000 : ; ..'.22.00'' . .'•;.. (OTHER THAN KITCHEN ULTIMATE AREA - '78,'750 S.F. BUILDING EXPANSION l�:;�il,>�< 20.o I. . z 20°j':' :: R�-Bn, a oo.. Ili WASTE) I" . ::..:..:::....:...:.:...... . F.F. _ '751.'75 L 21,000 S.F. I ;. .. t c.J I r 1 ', Af o NSF 4` VALLEY LUMBER TMP 63 ((A)) 91 B ZONED: B-3 i USE: VACANT I I I f LOT 2 -�I f Ck; :. 12.000 ACRES ``" I � � STR. 2 1 TYPE. DI-7 4., RIM 749.50 1l INVERT IN 746.30 C3 f o I INVERT OUT 746.10 C2 I PROVIDE TYPE III GRATE ,3, v, I 1 I I r ft f I I r STR.1 TYPE: ES-1 it INVERT OUT 748.50 CI I II If If I I I i 1 .. • ... LOT 3 NI 1 - I �p - �� RIM=7%'60..' '• ...r ' I ( I ® : INV; bUT '*,25.'.':'•.•.. • ..... _ EX. 5.994 ACRES l 4 ...1.:..'.'.:: '' ATERTIGffiT:':::':: , • : I :' r` FRAINE do "CO.1R:'..' ' ; f� j. W .. Q ( . }:: �� ..... 12 CPP , , '' . . I T . :-, .. III �1�� .TI ;f ,..... .. .'. .:.... .a 1.. `6I, .' • ., •••.,:,•.... • .. ....I.'f'., ...... :.'... WALL MOUNTED HANDICAP PARKING SIGNS I \ C?' INSTALLED PER VIRGINIA STATE CODE ; ' ' `•" ® ,.'' .. • • • .. . ' � SECTION 36-99.11 (EIGHT REQ'D.) I I ' 1 f.' ... .'.'t '...'....'..... o I l # I ., ,.... .. . lam a . �. " '� OO - - - - - - - - - - - - - �\�•,, •?' �.. \ �. • .•. ;� tl' C G'. SJDEWALK. $'.FT 'CONCRETE 51DEI4ALfF°., o gyp+ 1 I ® :' ! . '� - .. . ' �, 0 ° ¢'. �o N.lz� .. .01 ' .. AC 3- ° / @ C .. I STD K ... :' ' :. :.. • : : ..' :, .,.. . , . ... • •.•..'..o �•.'...:,,�?o �.. ... , . , ...... ' .. • •.•..'...... I , ..... ............. . ......... . .... Q°I �. - • , ...,p .......• .'..... ..... • I . ' . ..,�•, :':'...'. • ., .'...'. •' , ...'.. , .0' 0 .8.0 8.4 ••.•0' •8.0 8. 8. 8.0..8.0 ' • On'l.. '� , .. CCU . 8:.., 8. 8 8 8 .0 D .Czl .. TA ER L1RB. TO' • TT R: ELEV : • . :HYDR NT:'ASS Y. .. A S N '>: cv '/r . . N'.'. V R.'1 ''FT: T?`P 'OF .PLACES' T :'B•Y''FCS* . : , . ( ). .. .. .. •' ......Jo ® .. �: .... _ �:' �- @ . •� .. -. . ti :N,.: .. / . . 9 �O . = ?� 0 j p. . .....:. :S _ e �' ' , .ri ® `� C31 E . . . . ., I ...... . I . . . . . '.1 0 . 1. . , I , * I •, . ' `\ E • . C @ LEN: 152 SLOPE'' 7� A71A:15in:CP . END SECTION 2 FT CONCRETE / �� ° I /' , . '....'.'.'. .'.'.' ....:. , ....'.:.......... A 64-57.68 FLUME (TYP.) STR.:END SECTION 4- / ore `�`. / Z0.00' I 22.OD' 20.;0; E ' ' INVERT IN 744.50 C2 INVERT OUT 745.00 C7 {.� E 9� ,, I� . r I N 2Q00' ::.'.22:04' :' •20.:00' . PROVIDE EC-1 PROVIDE EC-1 �� �P, / 1 E w e .,. '.. n- �..... • . c '. �• • Q'•''' • �•'•'...... �` ' Q `� ® - ^- .. :.:.:... 7 END SECTION / f�, .- E @ L; STA 1 +51. 77 � E ® ..,..:., • ... .. ' ; , ::'' INVERT IN 746.00 EX. WATER VALVE / �! / �- .. • , .. �,•• '1.6 PROVIDE EC-1 RAISE VALVE BOX / rf / 6'1. rt�n^�:':, AS NECESSARY / ` E (S :'...•... ,• :. , "__ .1 : ,'.'...:.:'.�.':':'.. 50' R.L. r� / { .••. . / ' .: @ .....• .::•...... • :q :..• c..' // / .. . .. I... ' .: N':',' : ..':'.' ,:.. :' , . ^ / Sac `' _ - @ .. ' . �,,. ... - PROPOSED PEDESTAL SIGN '� a y / '010. ° SEE NOTES 1 AND 9 / �` / .0 'r ( x + { Q � t �,� tea.. � =lf~-I -- -- " -- -- -- -- -- o S 32'24'29" W - - - - - - 1096.67' OUTLET 2 I o �' \ = OUTLET 1 1 OUTLET 3 f o o INV OUT=742.5 r, Tr, I I 1-F.H, ASSEMBLY t TAP BY F.C.S.A. (TYP. OF 2) 12" NYLOPLAST DROP INLET W/TRAFFIC BEARING GRATE (TYPICAL OF 6) I II L _" STR 9 I I TYPE., DRAIN BASIN I RIM 751.50 1 I INVERT OUT 749.50 C9 I I rn � STR 8 �„ TYPE:DRAIN BASIN V RIM 751.50 m , *. INVERT IN 748.70 C9 INVERT OUT 748.50 Cn I N/F HOOD DAIRIES TMP 63 ((f)) 86 ZONED:I:�2 IK-, P USE: INDU I RIAL li I WB 10 i P 1673 j ��P �,° �.�° ��, • STR 7 TYPE:DRAIN BASIN BS RIM 751,50 INVERT IN 747.70 C8 INVERT OUT 747.50 C7 I TP _ PROVIDE ANCHORED CONC, WHEEL STOPS IN PHASE ONE I, PROVIDE 4 FT. GAP IN CURB FOR DRAINAGE 11 ° I T�31P GENERA �A ITE, 6 EDITION ESTIMXf ES THIS SrrE AT FULL DE\.:LOPMENT WOULD GENERATE 54:'T.P.D. I USE GtDE: 435 )I ° 32 PARKING SPACES TO BE DEVELOPED COINCIDENT WITH ® PHASE TWO BUILDING EXPANSIC. 11" r" INV. OUT=742.5 r( 3 ; ,) , i INV OUT=�43.0 ,I � S �� `''1 `;_,,. S LIP OF FLARED I t._..� �r �..h•- 1 INTERSTATE 1-81 EXPANSION AND IMPROVEMENT PLANS MAY POSSIBLY IMPACT THIS SITE IN THE FUTURE. END SECTION = 740.73 36" RCP ---- INVERT = 740.27 a)94' )OM 00 o94C4LE 30 15 0 30 60 ( IN FEET ) Iinch =30ft. S.B.L. INTERSTATE ROUTE 81 - VARIABLE WIDTH R/W-65 MPH POSTED SPEED LIMIT RAILROAD SPIKE FOUND IN 30" CHERRY TREE �_ '\ C1_, f, I/ 3 1wkT#l►lmWlj9L/l1_wl TAX IDENTIFICATION NUMBER 63-A-91C EXISTING PARCEL ARD 6.0238 ACRES ZONING B3 ADDRESS COMMONWEALTH BLVD. CURRENT USE VACANT PROPOSED USE SPORTSPLEX DISTURBED AREA 5.50 ACRES SETBACKS REQUIRE PROVIDED FRONT 35' 51'+ SIDE 15' 30'+ REAR(I-81) 50' 212'+ PARKING 5' 5.5' BUILDING HEIGHT 35' (MAX.) 24'(+/-) TOTAL GROUND FLOOR AREA 57,750 SQ.FT. (PHASE 1) 78,750 SQ.FT. (PHASE 2) FAR ALLOWED 1.0 FAR PROVIDED 0.29 (PHASE 2) MINIMUM LANDSCAPED AREA 25q 1.498 AC. LANDSCAPED AREA PROVIDED 2.36 AC. 39.4% PAVEMENT AREA 1.82 ACRES PARKIN REQUIRE PROVIDED (PH 1) PROVIDED (PH 2) 1 SP ORT P X S LE 250 218 250 HANDICAP SPACES 7 8 8 LOADING SPACES 1 1 1 PARKING LANDSCAPIN PARKING LOT PERIMETER 2183 FT. PERIMETER TREES REQUIRED 54.60 (01 /40 FT.) PERIMETER TREES PROVIDED 55 INTERIOR TREES REQUIRED 24.9 (01 /10 SP.) INTERIOR TREES PROVIDED 25 TOTAL TREES REQUIRED 80 TOTAL TREES PROVIDED 80 PARKING LOT LANDSCAPING REQ'D. 13,046 SQ. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 14,450 SQ.FT,(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY NTH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST, 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND T HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA-- 100 S.F. 10.N0 OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. ll.THE CLEAN -OUTS ON THE SEWER MAIN SHALL BE LOCATED A MAXIMUM OF 100 FT. APART AND HAVE APPROVED TRAFFIC COVERS. 12. BUILDI'NGS SHALL COMPLY MTH THE VIRGINIA STATEWIDE BUILDING CODE & SECTION 303 GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL PLANS SUBMITTED FOR PERMITTED APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL 13. PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE, ETC.) 14. NOTE THE REQUIREMENTS IN SECTION 507 OF BOCA FOR UNLIMITED AREA BUILDINGS. PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPAGNG QUANTTTI' o PIN OAK 2" CAL 0 6* HIGH AS SHOWN 30 RED MAPLE 2' CAL 0 6" HIGH AS SHOWN 32 EASTERN RFD BUD 2' CAL AT 6' HIGH AS SHOWN 18 G HETZ HOLLY 36' HEIGHT I AS SHOWN I 91 SEEDING REQUIREMENTS ALL DISTURBED AR NOT A AREAS 0 PAVED WILL RECIEV E AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. I LB. ANNUAL RYE PER 1,000 SO. FT, 70-120 LBS. MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. LIGHTING LEGEND LITHONIA KAD 250M MH 4-FIXTURE MOUNTING HEIGHT-20' LITHONIA KAD 250M MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. LEGEND PROPOSED CURB do GUTTER PROPOSED CURB do (REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8° 21B/3- BM-25/2- SM 2A) PROPOSED STANDARD PAVED AREA (8' 216/2' SM 2A) ..,,:., :, , PROPOSED CONCRETE: AREA •� ""'' "' �• • PROPOSED GRASS AREA PROPOSED EASEMENT AREA - _ ZONING BOUNDARY ZB UTILITY PEDESTALS 0T ❑E EXISTING STORM DRAIINAGE &STRUCTURE PROPOSED STORM ORWNAGE &STRUCTURE PROPOSED WATER MAIN -----.# w0 -- EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE &BOX wl---- EXISTING SAN. SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE -*s.s.*-_o----4Ss.t- PROPOSED UNDERGROUND ELECTRIC SERVICE ---- ELEC i PROPOSED UNDERGROUND TELEPHONE SERVICE --1TEL1 PROPOSED GAS SERVICE --�GAS I CG-12 HANDICAPPED ACCESS RAMP ZEN I v � � � = Q Q V Ir � C� } Iri lri vi m 6 6 6 0 F_ z w 0 z O U Z 0 � � O v U z w d CD z z < w 0 Q z w :�i m � Q w W (/� U 0 U x a� w w w Iz 0- 0- 0 0 0 w w w � � u� > > > w w w N �11 N (2)O N o r I I t- Q rn � m - 0 Q - N M z V p" . an � c Q .as O Cd CID 3: vs . 0) 4) C C Co a_ 'D C 10 co O J %" a 9­r V m L. 3 8 .0) 064 w u 9 Cs4 oC a-C4 6 .R W v y cbEMr 6 fi N Rv �)-�l y J w Pd �\� J G1NIq- T 4 3 ZZ r) Z of 0 owe Epw _ .s UO (F,(-)6i Zz _N (-wa Y � OOf0w-1) k�/+_oUdo elf Q h � w O O w � q v O U v_ W -IJ SCALE: DRAWN BY J. D. S. PROJECT NO. _ DATE: 5/3%2 SHEET 2 OF 6 EX. SS MH. RIM = '�51.91 INV. OdT=742. J, 25 752 I r� � X__ to STR.J _D TYPE.• D/ �. N f' ' RIM 750.00 INVERT IN 747.80 INVERT IN 748.30 74 7- 3 N/F INVERT OUT 747.J C3 PROVIDE TRAFFIC 8 'RING DAVID B. HOLLIDAY RIM AND GRATE TMP 63 ((A)) 91 D STR.5 ZONED: B­3 TYPE DRAIN BASIN SIR. 6 STR4# USE: VACANT RIM 751.50 TYPE: DRAIN BASIN IYPI�,IRAIN BASIN INVERT IN 749.50 C6 -RIM-751.50 1.25 INVFfl arv-74Y-65-c5-, INVERT OUT 748.45 C4 ....................... ............ 7 ..... .............. F .......... 752 5 21 'IT. BALI .................................. . ........ I C 751.25 •.. C0 F75 .00 LEN ep 4 704- (LOPE 0.63 'r*Af MAI Sl OPF-.4 .48% QlA &.,c4 *+ .75 1APROPOSED GAS SERVICE 12" NYLOPLAST DROP INLET ---- ---- ------- WITRAFFIC BEARING GRATE (TYPICAL OF 6) 6 (p, R5-6" CPP I U, T T C 1 T 751.35 ............................................................................................. ........................................................................ L ........................................................... ' C 75 . c 151.bUJ ' - C- r I- L Ibl.bU TY�P_E_ DRAIN BASIN 'T P RIM 71�1.50 INVERTI OUT 749.50 C9 CL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . 752 L (z) V/ A ' E I L STRI 8 Rj-8' Cpp T T 66% "TfPt.-DRAIN BASIN 751,13C RIM 751.50 27 1 T k NV R IN 748.70 C9 I 'T NV OUT 74&50 C8 N/F -MANHOLE- 11 - - - - - - t VALLEY LUMBER RIM=750.60 Cb ................... .............................. I ............................. _- X. ................................ ...... .............. �: ......................... ............. ...... TMP 63 ((A)) 91 B b-� 7 45 ....... W'OUT=745.25 ZONED: B-3 L 751. 0 I - USE: VACANT cj� N/F 0 HOOD DAIRIES R 2-8 Cpp TMP 63 ((A)) 86 ZONED:M2 USE: INDUSTRIAL Vv",',111101 P 1673 ................................................................................................................. .............................. I ................... ........................................................... UNTIL BUILDING IS EXPANDtp, t R6 TO R10 TO DISCHARGE [TI/C 751._�. E R STR. 2 % ONTO GROUND. IP TYPE: DI-7 T 751.5)l "4. SIR 7 i C 1.05 RIM 749.50 M-9 C 7 .40 TYPE-ORAMPASIN INVERT IN 746.JO C3 .......... . T51.6 INVERT OUT 746,10 C2 X' FC 751.601 PROVIDE TYPE N GRA INV I &N 0 - 0 C8 RFCD 0IN .;0 C7 1 C 751.3 PER CURB TO GUTTER ELEV. x TP I 11T775TZI T 75 .70 OVER 10 FT. (_lYP. OFi-2 PLACES) 0.2 c To., 5] ---5-2-51 m 1-101 T C 750. G4;n D60 G 0 I Iv 74.50 um �48 �al LEN 152' SLur"E 167% DIA; 15' END SECTION '00 TP ;I �//\ CY1 746.00 STR.:EN0 SECTION STA 6+57.68 INVERT IN 744.50� C2­ .744 INVERT OUT 745.00 C7 PROVIDE-EC-1 -1 PROVIDE EC _U L Y 750.2,k 5 PONE) .. ­� ­7 _ , lo�� � IC 750.251' 1 C 750.90 3 Wx 5 FT.L. leol, IjTYZ 750.0( USE SOIL STABILIZATION TYPE 1 ON ALL SIR. 1 CL AV RIP RAP PROVIDE SEDIMENT TRAP ;-POND SLOPES THAT ARE STEEPER THAN 3:1 I T C 750.90 TYPE E- I EMBANKMENT OUTLET AT EACH INVERT OUT �7418.50 Cl .4 '11J, tND SECTION STA 1+51.77 L EXCAVATION TO EN RE 36" MINIMUM INVERT IN 746.00 CO R ON EXISTING PROVIDE EC 4 WAT MAIN. to J FT. Wx 5. FT. L 74 24-9 50' B. R. L. CL AlA 1 RIP!, RAP 7iYP. EACH FLU 743.00 743.00 3.50 k.- 1.201 _A Q_ ..................................... .......... ...... ....... ... ... ............................... rr =7 1.01 0 ..... �TMMEII r NSIN 'A ..... FOUND IN 751.25 JO �HERR Y I TIC 752.51 - NEV F- I- S IF -S F I TLC 751.601 ................... OUTLET OUTLET 1 1w. 0 OUTLET 3 IW. OUT=743.0 -4 ­�C-1 REQUIRED .1 . ') INV. OUT= 742.5 LIP OF FLARED EC-1 REQUIRED un. END SECTION 740.73 744 - 746 • v. d 752'' d 1: 1. _ __ ­­'­­�­il­ 748 -750- _q50_ 36" RCP 740-27 752 . .... . .. .... 754 - ..... . ...... . . ..... ------------ N'T --------------------- SP '���FIIABLE �WID TH / -RW 65 MPH -P-OSTED7 = -&.B. iNTERSTATE LIMIT ORWIlloseWAF Jo 15 0 Jo 60 IN FEET I inch = JO ft. LEGEND DOSTING STORM DRAINAGE & STRUCTURE ............ 0 PROPOSED STORM DRAINAGE & STRUCTURE .......... PROPOSED CURB & GUTTER ..................... DRAINAGE FLOW ............................... DRAINAGE AREA PRE -DEVELOPMENT ................ - - - - - - - - DRAINAGE AREAS DEVELOPED ..................... ........................... EXISTING GRADE .............................. PROPOSED GRADE ............................. PROPOSED EASEMENT AREA ..................... PROPOSED SILT FENCE ......................... Sr CONSTRUCTION ENTRANCE ...................... RIP RAP CHANNEL LINING ....................... SILT FENCE IN PROTECTION ..................�!�/ ROCK FILLED CHECK DAM .................. RFCD 0 F- z z w 0 0 fL C) z (LLI z L) o z Ld o > (3 (j Li: LL Ld LLJ LAJ LLJ LLJ I'l V, Ld U-1 LLI c"I 0 0 0 o ol d z '4 Lj 't i 0z Ld U) r, 'o ui Fn uj Loo ZZ5 Lt- Z LLJ 0 Lj CL Ld of 0 c 0 0 kyw Noo _lrF NA P14 Z o II to- Z q v SCALE: 1"-50' DRAWN BY - PROJECT NO. DATE: 5130102 SHEET 3 of 6 75 75 74 ?A TUAf ELE V 740.00 0+00 0+50 1+00 1+50 c 1 Lo a- c7� Qla- ... ..... Lcz o z "o co c6 cc, (Z:l �LZ i CL Q) W) ;Z c) C.1), -+- u ca) Z-1 06 c'tz_ �s U--j LAJ r-� R (n Lo — f d?yz`3 LAj ci� C§21 :12E L4:j U-j w- cz� Ck-- uo j. -------- ....... .. — — — — — — — — — — — — C6 L E2N� I�Q. 4 -- ------ DIA 8in, Cpp ------ C5 LEN 104' SLOE o.6jy .DM- -IOin.CPP 104 —I c, St OPE 0. QZ ------ DIA 12in, �p C3 c cz, -4 cl (o Lo oi C) LLJ cz, cx: �j LLJ I c� ------- --4 ------------- ------ .... ... . ..... 4' SLOPE 0.477, DIA 18in. CPP — — ---------G2 IEN -st st Lo L11A 18in. Cpp It ............. ........ . . . ...... - c CAD --------- -- C, Lo + ES + �s - ------- Ot" L + It*. A C -NI— (/)I Qc co cc V) co Qj r-, r-1 00 Q) Q� 0�) (Z) CZ, CD cz> Q:) Q> Lo cz; L0 (z; 4-1 o L Irl t, Llco" �Q �Q L I ,rl L Q; cy; oo co 1-0, 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 C2-C6 ........... . ......... . ... . ..... .. ... .... L C, Cca V) PROPOSED, o -,z*. L6 r-- BUILDING 4: ZD Z=� t-� R 755 d - -- ---- FF. 75f, .5 Lo 'a ? 06 Zo + :5Z cj-- a:� !3; Ljj LQ Z:�! co o:: ..... ... ..... 750 7,T- 6" DIA. PVC SEWER LATERAL JEN 69 IPE 4 EN 148' "t PE 1. 177 OPE 1,,?,97 745 CLEANOUT WITRAFFIC I FARING FIXTUR DATUM ELEV 742 00 cz5 0 0 0 o Cp o CZ! cl-j -i 06 1t- 'FQ 0+00 0+50 1+00 1+50 24-00 PROPOSED SEWER SERVICE 750 745 740 DATUM ELE V 736.00 0+00 756 756 DATUM ELE V 745.00 0+00 0+50 1+00 PROPOSED WATER SERVICE 0+50 1+00 1+50 2+00 2+50 3+00 EXISTING WATERLINE DATUM ELE 740.00 I SECTION THRU EMERGENCY ACCESS 0+00 0+50 1+00 1+50 2+00 2+50 3+00 C7 THRU C9 —9 GRAPHIC SCALE 15' 0, 30' 60' I INCH = JO ft. HORIZ. I INCH = J ft. VERTICAL LLI zco 0 po V) () z z >- LAJ LLI z LU ir < 0 0 0 C) < < LL, Ld UJ Ld LAJ Ld w w uj Ld OfLli Of CK (11 0 0 1 1 oc) cli c QID w at QD al V 01) 0 0 cq 2) w It > U. \,N I U) o Z: n< 3: WZW N I 0 7 O� 0 2 w -t of 0 Lw W < V) Z 0 V) 6,0 V) 3 olz L� Z WOW 76 u 0 0 pvx 00 41 oknvo 0 (Z) o Z3 Q) SCALE: 1 "=50' DRAWN BY: D. 5, PROJECT NO. DATE: 513O102 SHEET 4 OF 6 i I VARIES _,�K ) DETENTION POND - EMERGENCY OVERFLOW ELEV - A TOP OF EMBANKMENT - B RIP RAP VOLUME CL A1(C.Y.) - C DISCHARGE PIPE DIAMETER (IN) - D DISCHARGE PIPE INV. OUT - E DISCHARGE PIPE LENGTH (FT) - F DISCHARGE PIPE SLOPE (%) - G DISCHARGE PIPE INV. IN - H OUTLET STRUCTURE TYPE - I OUTLET STRUCTURE TOP - J OUTLET STRUCTURE ORIFICE DIAMETER (IN) - K OUTLET STRUCTURE ORIFICE INVERT - L TWO YEAR STORM ELEV - M TEN YEAR STORM ELEV - N 100 YEAR STORM ELEV - 0 CLAY CORE TOP - P ANTI -SEEP COLLAR DIMENSION (IN) - Q EMERGENCY OVERFLOW WEIR LENGTH (FT) - R -4> 3`c SEE (Q) 124.00' 20.00' 22.00' 20.00' 20.00' 22.00' 20.00' PROPOSED CG-6 WITH REVERSED GUTTE SLOPE ■YI 6, 00' PROPOSED 57,750 SO, FT. SPORTSPLEX F.F. 751.75 PROPOSED 21,000 SQ. FT. EXPANSION F.F. 751.75 13.00' I 12.00; �'I 6.00' 2" SM-2A AGGREGATE LAYER TO EXTEND 1 FT. BEYOND BACK OF CURB 8" 21—B SECTION A U � U r\ POND 748.40 750.00 15 3@8" 2@742.2, 1 @742.7 80, 80, 30 0.01 743.00 PVC CULVERT CULVERT INVERT NA NA 746.69 748.28 748.81 747.90 2@36 each 40 #5 Bar E.F. ¢ 3000 psi Concrete collar 12" thick Concrete Cradle Roughen surface to ensure bond to anti -seep collar SEE (0) ANTI —SEEP COLLAR DETAIL not to scale see (Q) rno nc nAo4 uvuc4tr -AR WATER SURFACE 10 YEAR WATER SURFACE ELEV. = (N) 2 YEAR WATER SURFACE ELEV? = (M) IV1DE ORIFICE DEBRIS CAGE (OUTLET 2 ONLY) TO ITECT ORIFICE OF SEDIMENT BASIN/TRAP LACE ORIFICE DEBRIS CAGE IWTH VERT DEBRIS PLATE AND CAGE (ALL 3 OUTLETS) WHEN IMENT BASIN/TRAP IS REMOVED G OUTLETS 1 and 3 FOR SEDIMENT BASIN/TRAP 4DE VDOT STD. EW- 1 AND 4'x4' CONCRETE PAD AT INVERT. 3ANKMENT TO BE PLACED AND COMPACTED 3" LIFTS. NO TOPSOIL, ORGANICS, OR STONES "ATER THAN 6" DIAMETER SHALL BE USED. TRIAL SHALL BE COMPACTED TO 95% OF (IMUM DENSITY AT PLUS OR MINUS 2% IMUM MOISTURE. Y CORE TO EXTEND 5 FEET BEYOND ENDS EMBANKMENT AND 2 FEET BELOW EXISTING DE. THE TOP OF THE CORE SHALL BE A T V. = (P). DEPTH OF CORE NCH IS GENERAL, ACTUAL REQUIRED DEPTH ULD BE DETERMINED BY SOILS SPECIALIST THE AME OF CONSTRUCTION. MAXIMUM SIDE PE IS 1: 1, Y CORE MATERIAL SHALL MEET THE FOLLOMNG: 9ED CLASSIFICATION: SM, SC, ML, MH, CL OR CH. PARTICLE SIZE: 95% PASSING 1/2" SIEVE. DETENTION POND OUTLET DETAIL not to scale OUTLET PROTECTION CULVERT 010 (cfs) CULVERT DIAMETER (IN) WIDTH (FT) LENGTH (FT) RIPRAP CLASS I~ A+I f W 1,IA s __FSEE D NOTE 1 bWr .. ., SHAPE TO BE BEVELED Y-- ------------- y I' I I i N WITH MORTAR FLOW D I NOT BEVEL INVERT B -------------- F 4 NOTES: 1. "I1' MAY BE REDUCED UNTIL "x" REACHES A HMRIAW OF 4" WHERE ENOWALL 6. BEVEL EDGE IS REOUIREO ON THE HEADWALL AT THE INLET END OF THE WOULD PROTRUDE ABOVE SHOULDER LINE. N NO CASE SHALL TOP OF ENDWALL CULVERT 'WHERETHE FLOW ENTERS THE CU.VERTI. PROJECT ABOVE FILL SLOPE. DITCH SLOPE, OR SHOULDER. 7 WLAT HETLET ENO OF THE CULVERT MAY BE EITHER SOU/RE 2. THIS ITEM MAY BE PRECAST OR CAST N RACE. EDGEORBEVEL EDGE. 3. AL CAST IN PLACE CONCRETE TO BE CLASS A3, FOR PRECAST SEE SHEEN 8, ON SHALLOW FA15 WHERE ENDWALLS NSHOULDER TE i' OR LESS BELOW SHODER LNE•THE TOP OF THE ENOWALL SHALL BE CONSTRUCTED PARALLEL TO THE 10102 (3TAOE OF THE ROAD. 4, THIS STANDARD TO BE USED WITH STRAGHT CROSSINGS AND ALL SKEWS RO•TO 45'1. 9. Y,," CHNHFER MAY BE FRONDED ON ALL EDGES AT 4AMJFACTURER'$ OPTION. S. HEADWALL TO BE BEVELED N ALL AREAS EYCEPT WHERE A CONFLICT WITH RIYERT OR VNGWALLS OCCUR. [W-1 EW-IA ENDWALL FOR CIRCULAR PIPE OtALCTER OF PIPE CULVERT 121,Ll'- 18" 21" 00 24' 27. OR 30- 33' OR 36'• A U-6" 0--9- 0'-11- r-al T-D' r•9' r-a• C 1'•4" 1'-9" 2'-2•• 2'-6" 2'-9" D t'-0•.1•-6•, 7.0" 7.6- 3'-0^ F 0'-6" 0'-e W-9•• 0—r Cr H 2.,3.• Y-2•, L ♦•.o.. 5••d• 6'-0" 8'-0" 70'-0" 12'-0" a 0'-RA" U-13j" 0'-2'• (141i' O'•3'A" 0'•3y•' 0•-2., 01-21/1, 0..3•, CUBIC YARDS OF CONCRETE CONC. PIPE 0.241 0.492 0.597 1.319 1 2.067 2.947 C.M. PPE 0.257 0.521 0.73g 1.398 1 2.198 3 145 ENDWALL FOR ELLIPTICAL PIPE SIZE Of ELLIPTICAL PPE CULVERT RSPAN : RISE) 23".14" 30".19' 34",22" 35"•24- 42..27" 45",29" 49".32" 53••.34•0'-8•• 0•-T, O'-t0•' 0'.11.. 0•-11'• t'-0" 1'-0" T-0` r4^ r-5"9"r-8" Ee 1'-11' T-T' 2'•4" 2'-5" 2'•7' 2'•8'• 2'-9'• r.7.1 P•10" X-O" 21.3.1 2•-5r 2.-8.. 21-10, 0..8.. 0._g, 0•-IT, 0•_g.. 0..8.. 0._9.. 0'.9'. N 2.. 10.. 3..3., N-7" 3._9" 4._0'• 4•-2.• 4._5,. 4..7" l 5'•5" 7••2" 8'-6" 9'-2" IO'-2" m'-Ir' t2'-1" 5 1'-if• 2'-6" 21-,0" 3'-2" 3,.6'. 3'-9" 4•-i'• 4'•5" o-Y/i' 0._4" (Y-4-1,"D•4yr o'-s" o s/: b o•-2'• a•2/," o•-2y:' o•-r 0••V' 0'-3Y" 0'-4" 0'•4/i' CUBIC YARDS OF CONCRETE CONCPIPE 1 0.502 0.855 1.236 1.500 ,.8u 2.fOY 2.5,2 2,BO, $REION REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS 10z 121'-36" CIRCULAR AND 231'x1411-5Yx34" ELLIPTICAL PIPES VNCjNA DEPARTMENT OF TRANSPORTATION _ 101.01 1 2 7 Outlet 1 Outlet 2 Outlet 3 2.84 12.03 6.94 2.20 2,20 2.20 15 18 15 8 8 8 10 13 11 6 6 6 8 11 9 6 6 6 Al Al Al Al Al Al W _ BERM TOP C OUTLET ELE. D . — — ry'' t = 4' MAX 1 I_ I ORIGINAL GROUND ELEVATION HEIGHT VS jWIDTH REQUIREMENTS ORIGINAL GROUND ELEV. COARSE AGGREGATE, BOTTOM ELE., F WET STORAGE TOP ELE., (EXCAVATED) L- FILTER CLOTH CLASS I RIP RA VVHRJL HVVRL VHIG JTIHLL OL VVVI jf J, jfJJ/, VR jT:J ® TEMPORARY SEDIMENT TRAP; VESC 3.13-2 NOT TO SCALE PLAN NAME BASIN A v BASIN OUTLET LENGTH, A (FEET) 3@ 18 TOP BERM WIDTH, W (FEET) 3.0 RIP RAP TOP WIDTH, B (FEET) 2.0 HEIGHT TO OUTLET BOTTOM, Ho (FEET) 2.0 HEIGHT OF BERM, H (FEET) 2,8 BERM TOP ELEVATION, C (FEET) 745.8 OUTLET ELEVATION, D (FEET) 745.8 WET STORAGE TOP ELEVATION, E (FEET) 745.0 TRAP BOTTOM ELEVATION, F (FEET) 743.0 USE FOR SEDIMENT BASIN/TRAP AT CENTER (OUTLET 2 ONLY) FOR SEDIMENT BASIN/TRAP ,,, PLUG OUTLET 1 AND 3. l pipe Culvert 1/2" zinc plated hook attached with 3/8' fastener 2-1/8' din, holes v, 1�(y 4 Isometric HDPE structural plastic with 2-1/8' holes and 1/4" plate manufactured by Plastic Solutions lno. or equal VDQT atd cone. athicpronk) (6" Section dla. hole • shown with optional plate HDPE atruoturai plastic with 2-1/8' holes and 1/4" plate manufactured by Plastic Solutions Inc. or equal VDOT atd. EW-1 PLASTIC Zan "bee )toad SOLUTIONS p'g'°" alas ORIFICE DEBRIS CAGE TinehesW VA 22804 INC. sac-m-a$es _� trsxplaltic-aolutlOZLrAm PROVIDE EORALL OUTLETS FOR POND Isometric pe 1/4" IIDPB plate �uirert�`` "�bRlteAt to NW-1 r I MPB strnotaral plaatio 1/4" plate and grating j L 1with 1' holes and a z ax- of 3Q'x of opening aurarazasnufactud by Plastic 3alutlons Inc. or equal i. "4 ;' , • �4' ' shown with optiozul plate By-I1 cone, apron SDP structural plastic (6- thick) 1/4 plate and grating e Ct10II with 1" holea and a mar. dr 30% or openizAg area cnanUfaotured by Plastlo olutions Inc, or equal 0 -- -- - - - -- 0 PLASTIC CULVERT DEBRIS PLATE & CAGE ,SflLU7'IONS`0'nx ;" 'moth"* vA INC. � w 0 Z� } z z w EL Q a 3 w w I W a 0 w 1n i S w tr N O i Q rn Z y a C • " w Q w= u 01) W s` C r.. FL C O • Ko GPM m zi V i OC'4 • C �) � y 00 0 W 0 •� WEAJ 1LNIq_ J O 4 O Y d aQ �C�O<L wO w Q & Uzi wo O� fD� Ld 00 O O � w O � i O V \ SCALE: 1 "=50' DRAWN BY: J. D. S. PROJECT NO. DATE: 51,30102 SHEET 5 of 6 EC -I 011 %7 SECTION CAST IRON-.�.-y, SECTION STEEL NOTES "*'' DETAL. 1 DETAIL 2 DETAIL 3 8 R �f] /% �/ GRAVEL T/j //I t T �]r� 2'.7" L 7%, • 2'/, x =/+ L DEPTH Of IGRE GREATER TO BE 910WN ST STANDARD HALF PLAN vlEw -�-8 •fJ L( 0 CK AND -L/ V l 6A I iJ LP DROP INLET T LURI �Ihb<"p1« T"3'Jj' / 10•-+•• a"g �� DEPTH GREATER THAN 10' USE STNDMD 4'-B"- (2 x wN.L TI►CgE5S7 TSB SUN. 5 �, i ROCK CHECK DAM ® B 2' ;ND SPECIFIIED OSHON E � n WILL BBTADAROs A S N.- � A CAST GALV. , -� SEDIMENT FILTER A __ A MEASUWED FROM TIE INVERT OF THE OUTFALL 1 r-o" I A A l PIPE TO THE TOP OF THE $YRUCTURC. RON STEEL Or}< bddcd FOR CSTNA10C PURPOSES AND01HE ACTUAL r- S I WNW. 15 J l� I � J � W ON. JS 66 = , CONTRACTOR FROM FIELD CONNED BYTE 1 I L }5 = - 2 ACRES OR LESS OF DRAINAGE AREA: upland 3 Ib,. 47.8 b•. CONTRACTOR FROu FIELD CONp1gN$, / 11_ _ ` 9,% RBs i'<,f q imdA9 wca a 3. WHEN SPECSICD ON THE PLANS THE 1IVERT IS SEE STANDARW SL-IFOR APPLICABILITY OF SAFETY 'SLAGS. / � $ MIL ug, .me<tor• < ct«, TO'BE s AFED r+ WcopeA cE wlrH STANDARD B / _ B s �" �fL-li- WIRE SCREEN CONCRETE BLOCK Io CaI« IS- L TIIC COST OF FURNISHING AND PLACING ALL NNOTES _ _----- MATERIALS INCDENTAL TO THE SHAPING S TO BE STADMO 4Vt'1 THE TOP OF MALSORY IS TO BE LEFT B a HCLIAEO I+ tH# UD FWCE FOR TIE STRUCTURE. rRAME \ COvER StFF10ENTLY LOW TO PERAAT PROPER _� _ B L.� j %j' v 1/j' • +^ I %i v 4•' 4, M THE EVENT THE INVERT LY' THE WOLF L A0.A EVY-T OF OOVLR IHD FRAME TO ( y � V� �� $ p 2'-7.. /i LV9t-I PPE IS HIGHER iH N tIE BOTTOM OF T ORAOE BY iM fC6 (1i MORTAR W 31 JAL--•^•--� V'• sNw sN<« BRICx As oREcr(D Br 1IE EHNdNEEa. �� <°rne<Ibr, STRUCrr ITE "AV Of THE STRUCTURE L `' 4•, • I 9NAL 3FIAPE0 WITH CEMENT MORTAR TO I 1, 2• ,N/j INTPREVENT SUCTUR OR PO+OST Or WATER H THE STAR nG TIE COST OF WATER x a• N ! ^�' . '�--` PLAN �ryT AND PLACING ALL 4AtEPoA4$ NOOENiAL i0 IGp1, Rtmpv.dl ���\ PRICE FOR STTRUCTURE. O BE INCLUDED N THE Btl j=W -• - - - \r�\\\\�7 ii ,-FLAT SLAG TOP A5 DETAILED B L;,.'! ., I rG:l TH SECTION B-B 5. OTH STEPS ME 70 BE PROVIDED WHEN H S 4'-D $ Du STAIOARD TR TA MAY BY D O FILTER AL) OR GREATER. FOR DETAAS SCE STA•AAAF, $T,t O $UBSTIrUTEO FOR TAPERED - SECTION WHEN APPROVED BY GEOTEXTLC g•' GEOTE%T0.E -~�'�� (OPTIONAL) ONCN90NS FOR COLLAR DETAIL 6. f145 ITEM MAY BE PRECAST OR CAST-H-FLARE. THE ENGNEfR. 14'-0' I FABRtO '�•I GEOTEXTLE fAGRIC " CAST PON ONLY - 7. 12 4 % 8• BE Pt DOWELS AT APPROXIMATELY 470, $T•1 ••.'- ' F/BMC ` r D 12" C-C 10 DE PLAYD N N..L AREAS AUKEHT �"j I 4,.2,. To ABUT IND CONCRETE TO PREVENT A r" "...I - ■A SECTION A -A SECTION A -A SECTION A -A `,-•,�-�----- y (DOWNSTREAIrt VIEW) H«d.«• Cbth ]'-6' SETTLEMENT. H LIEU OF DOWELS A 2"Xt• NOTCH MAY BE PROVIOED. SEE STANDARD ,,•• •' _ 3" Diaeeler r• i•D-3. 4 FOR ALTERNATE DESXxI , HALF SECTION A -A AI , •p. `` S•b Hbt. a �r1I tit 0. 3' a "IT TIEEP HOLE -TIN Ir'X12" PLASTIC n BEVEL 45• (wiTH TRIAL AND COVER REAIOVFDI D k �Da��DQO���flflO N� - CLOTH W 4E91 AM TER0 GALVANIZED ��• VDOT �/i STEEL w4E NSH I WOE awETQ+ o,or' II. ffH BRICK CONCRETE NOTES:COARSE AGGREGATE y� T D cw« �" a.ptN Aggr. FIRMLY . THE OUTSIDE E THEN RCIZE. _ C C NUMBER 70 TIE OUTSIDE OF THE STRUCTURE. NOTES. ,•' E E F n , IB • 6" rwdlh ���1��000fIQ���� �ry � :'r-ry, 1ABLE OF DUAHTNES i.OUM+TITE$ gp11H ARE FOR M/NtltO.E i, FOR MULTIPLE LIE INSTALLATIONS DNENSION S IS TO GOVERN THE PROTECTION 17" U D 9. CAST W PLACE COHCRETE IS TO BE CLASS AT " WITHWi APES• TEE A4018+T DISPLACED � 41N. JS � OUTSIDE THE CHANNEL WIDTH (W). <3000 P91. PRf:CAST CONCRETE IS TO UE t` CANCREIE BY PIPES IA%ST BE DEDUCTED TO 14T fail rt�f aGHO P). I DEPTH BRlCH MASOLE LIk11IX.E OBrm TITLE oumnTES. S MN. S'''t+' t 2. ON ANY SECONDARY ROWS INSTALATtM OWF%rdNG ER09014 CONTROL STONE ;•. �!- O���u��������� a," TE COK3CTE 2. A BASE THILIO+ESS OF 0' WAS USED IN � to IN CC WALL OR ENDSECTIOV K sPECIF p ON PUNS, CONSTRUCTION 5 '"-- -"'-•� � F'�� . D 1p. A+v ALTERNATE METHODS G4- ANCHORAGE --_ * 0 BE N ACC WITH OETAI. 2 SHOWN ABOVE, p p 7(I j}jj jj fj j� MEETING THE APPROVAL OF THE ENGINEER n. I FEET TIDIi",«D$ Cue YARDS CU-YARDS COMPUT«G CONCRETE QUANTITIES. r� N a . G.• �I OQIIQQIIUQ�IIIIIIQ� 1 MAY BE SUBSTIIUYEO FO7 TIE CAST NON p W f/,kY-REIE -^- 4 0.7D5 L437 3. RICREYCNT$ TO BE ADDED FOR EACH j J• GEOTE%TLE FABRIC TO BE INSTALLED UNDER ALL EROSgN CONTROL STOLE W .L ttt)11 11 ll l)UUU _1tz LUGS AS SHOWN HEREON. �i 4• FOOING 5 O.7B5 1. .J_- ACCOROANCE WITH THE SPE'CFICATIONS, ADDITIONAL FOOT OF DEPTH. _..-.. ,� �� 6 a.7lS t96f 4. MATEwN.S MAY BE BRICK. COf+CRETE OR 4- 5 • dAVETER OF CRCUI-AR CULVERT O7 SPAT f0A BOX. ELLIPTIC L OR ARCH CULVERT, SECTION A -A D4 C' 7 1.0 a7 2123 APPROVED CONCRETE YANHO E B OCK, y H • OAAETER Of CIRCULAR cu vFRT OR RSEiHEICH7 FOR ebx,ELLL rca OR ARCH a c LVERr. f[ JI y •.S'•!�'•'',•:: ',!;'•. '• ••�' •• g 14 0,7 85 i� 5. IF OCKS ARE 115FJ] THE W MUM , 5.)(USE TYPICAL SECTION SHOWN ON PLANS OR FOR SDESLOPE,001TOM WIDTH AND DEPTH GRAVEL FILTER CONCRETE QUANTITIES FOR MIN. DEPTH I- r I� ' o11M6L-' 4'-9•• +2 x �L T!QR_K�) .1 tl 10 +.s o.7e5 7 T S OE SNX IS TO BE 51. OF CHMREL,NATCN E%TSIING DITCH OR NAILOA- GROW. O1HER iHIO+IE$SE$ ARE TO CONFORM GEOTEXTLE WIRE SCREEN I2" cancrbte pipe - 1.440 Cu. Y4.. Con C. I1 1.9 70 1 TO WILL THICtoESS SHOWN FOR FABTNC SECTION C C SECTION 0 D 12 2.2 17 coNcrEre. 15` <o"cr.I. Pip. - 1.628 Cu Id.. cpP<ra. SECTION B-B _ FILTERED WATER O ACRES OF DRAINAGE AREA: 18, <ancvT. pip. - 1.620 Cu. YdM. C_ bib 13 2.3 70 4.i EC-t �+• OEPTM 24• I-t. PIP. - ,.an c�. Yo,. Con«.1b GRATE DETAIL 14 2.8 4 41 6.xA. caNrnErE To BE aAss A7. SECTION 8-B D Add p.N69 Cu. Ya•. per BRICK CONCRETE is •+ 4 7. WHEN $PEcrEo H;+ PLANS rIr_ TAss = r RdErtl«1bl fdpi pf depth. IPf'itOkLATE WEIGHT OR M 3.4 a INVERT IS TO BC $HA°ED N DVERFLO_ 1M Cba .on 17 4.0 t.A 6A32 ACCORDANCE W17H $TANOARO I$-1. G,. 363 z 18 b, CONCRETE BLOCK «aEMEN os Gas RUNOFF I- - _ SFEEi 1 OF 5 STANDARD DROP INLET �"`uT� - "" "°" �`°`a WATERI MANHOLE FOR 12" - 48" PIPE CULVERTSAun`"" STONE FOR EROSION CONTROL 12'' - 24'' PIPE: MAXIMUM DEPTH (H) = 10' 2JJ 204 SEDIMENT �� VNGN�A DEPARTMENT O IRMSPORTAT04 .k12 VIRGI IA DEPARTMENT OF TRANSPORTATION 302 245 VNGLWA DEPARTMENT OF TRANSPORTATION t' Ma.Ot 106.01 ,�7 ._-..-v Ua.01 -DROP INLET FILTER CLOTIi WITH GATE (OPTIONAL) - (DOWNSTREAM VIEW) cc-s SEDIME cc-9D - A „� HALF PLAN WDTH OF SPECIFIC APPLICATION �T #1 NOTES: Ra %t WIDTH OF ENTRANCE d I -'-ENTRANCE "f J'-C" 4R1, r COARSE AGGREGATE L THIS ITEM MAY BE PRECAST OR CAST N PLACE. A'q BLIMITS OF 3'-0" EARL /# LIMITS OF EXPANSION JONT ACCESSIBLE --- ACCESSIBLE 2. C17NCR£TE TO BE CLASS A] ( CAST «PLACE, "NCy ROUfE _--T" P ROUTE 4000 PSI IF PRECAST. DA _ 3;10_' uWTHIS METHOD OF INLET PROTECTION TS APPLICABLE WHERE �;�Y� 3. C049NATION CURB L GUTTER HAVING A RADUS HON-TRAYERSWLE g•r0- FLIOW • or 300 FEET CA LESS (ALOIG FACE or CURB) SHALL EMST140 OR PROPOSED tK 0- N SLOPE 3. 0' WIN, HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW -- d 3- BE As RAGA co/sTUTDN c Re \ sDEwA K oR 9oEwaK Ace � CURB INCLUDED IN CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING ENTRANCE GUTTER AROUND THE STRUCTURE. 4 FORDRA USE WITH , IHE.TBOT OM OF HIED E%PAR510H JOINT ACCESSIBLE ROUTE DETAIL DRANAGE LAYSE(R{},�1Hf BOTTOM Of THE CURD ty K00TrWETSLOP�OI' SUMASETCOURSESRUCTED PARKLEL �C AND TO THE DEPTH OF THE PAVEMENT, w « W011'ITINAL R1d1T •OF•WAY $ REOlw1E0 F TI# LIMITS 5. THIS CURB MAY BE USED WHEN UNPAVED SPACE OORR PROPOSEDCESSEVOOT RIGHT -or HD BEYOND EMSTNG DESIGN SPEED is 40 UPH OR LESS I ,J 44 GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. CLASS I RIPRAP ON RUIR IIGHWAYS AND 45 MPH OR 2" R LESS N DEVELOPED URBAN \ SUBURBAN 6•' FLOW LINE DETAIL TO BE USED WHEN THE COMBINED WITH OF AREAS. P THESE DESIGN SPEEDS ARE UNPAVED SPACE *0 SIDEWALK SPACE IS LESS THAN 7'. .........tit CxCEEDED STANDARD CG•7 IS REOIURED. WDTN O< GUTTER I-•'- ! ENTRANCE WtOTH RESOLUTE MAH.IAAI 2' SOURCE: VA. DSWC PLATE. 3.20-1 D EXPANSION HNr ABSOLUTE MNHUA IS' SOURCE: VA. DSWC PLATE. 3.07-3 ® ACCES9�E RWTE IS DEFIED A$ A CONTPNWS 6` UN085TRUCT _a $lABtE, FR4 AID $LP RESISTANT , t;. ' n• . e. EDGE OF PAVEMEM ��PAAACCINEE CoNNECTrNG ALL ACCESSIBLE ELEMENTS OF A ' 1•'T USE01 By THAT WITE NOBILITY APPROACHED "AIPodNOSND • >. • e. '• e. r-1• • D' D D D D HALF PLAN A ® CONSTRUCTION OFCTA/p pFr�SILT FENCE d p a p a: i D ACCESSIBLE ROUTES ARE BEING SECTION B SI (WITH 1 Tl i WIRE SUPPORT) S l ®1 4 T) PROVIOEO.A 414NU4 J'TRAVERSABLE { STONE CONSTRUCTION ENTRANCE WIDTH E R 4KMU. • D D D D D .' -.--'-._-_-.- --- 0% 10% CHANGE PARABOLIC j•-2'-0 THE BOTTOM OF THE CURB ANO TOCURVE general backfill general backfill GUTTEPARR MAY BE ie SLOPE CONSTRUCTED FACE or c�IFm -�e"i �, `0-1-•sDEwAIR SPACE �y } ��, 1. TRENCH POSTS AND HXCAOATS A► LINE 2. STAPLE WIRE FENCING TO TINS POSTS. (see note) Ih 6" 2'-0" SUBBASE CIO TH FRONDED A NOR" CUTTER 2Y, MAX, SLOPE A 7"---- r A see note PS ALONG TINS LINE ( ) IS MT O(PTH aF 7" • a. • e• x ' . a. • a. ' , a. K MART AWED. •I;. .n. i 70' MIN, EXISTING • t:. OF POSTS • a, a. - • r; A7 E.5.1 CONE C1A55 PAVEMENT 7 .I %' AT AREA MAY BE THECONCRETE RT ELt nb } A in v .q } 3' 1 r T T T CONTRACTOR T HE A E OP IOHI OF 9' r`- 6" a. b � • A;GGR. B ASE `\ ` Y tl rry E r 92E 2R ............ TI Na -C a ., t N .:'•� �' 8 _ SEC 0 C 8" ^� x �y F TT Y--- ✓M OR CURB AND CUTTER ONL POITf OF GRADE GNAr+GE I n - F D iT h .2 .,p„ y OR 9 WALK AAI GT1 E bE G.RB P .I �� I T M concrete- r Nr Y MQUN ABLE BERM eta, cbNaxNRE L / FILTER CLOTH x x 12 % NAXAIUN NCREASE N SLOPE AT W+NW 10' NTERVALS "•-� -R" IJII'T A (QPTIDNAL) 24" select backfill 24" select backfill SECTION A'A x x x 3 x MAXIMUM DECREASE IN SLOPE FOR FRST 10' I TIRVAL AD °' ?' / y/ /�/•� (see note) (see note) 8 Y MAXIMUM DECREASE FDA SUCCEEDING LFNNUM 10' INTERVALS 4.• • . I r 1 SIDE ELEVATION L .1 WHEN USED IN CONJUNCTION WITH STANDARD 6" ; 't 6' CG•3 OR CG-7, THE C'IIRB FACE ON THIS I O D siwDARD 1s To eE An WHET To MATCH THE SECTIONsD-D eo 0 D NOUNIWLE CURB coHF cuRAEON. / /� /� '� EXISTING GROUND / i 70' IdIN. 1/2 O.D. $PEtlFICATION!� S °EnENEE COMBINATION 6" CURB & GUTTER III SEC. CAtlN 105 STANDARD ENTRANCE GUTTER \ 502 VRGIFA DEPARTMENT OF YRANSPcarA110N 201.03 _ �I_ B WASHRACK VNG7IA DEPARTMENT O' TRANSPORTATION S02 �~ �.i' 1D' MIN. L 6" 203.03 (OPTIONAL). _L stone FLAW I( I,N•' (II 4 � } 10, N. stone E9•T - '' 12' MIN. 'CAT': EXISTING STANDARD CONCRETE ARCH END -SECTION 12" - 6C" PIPE ALTERNATE END -SECTION 12" 60" PIPE". PAVEMENT ((NO 011 OUTLET EAp•BECCIION9 SPNDOY CID ON IECT [AD-3lC7KN 940$0 ON ►4,ET END•KCTIOI IEe 'Torok auruT EAO• x _ X x x 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. RAC6"ML AIv� COMPACT THE general backfill general backfill I _ _ �. E TO y I�^ �E c FENDS AND EXTEAiD IT IN9r0 THE TRENCH. ESCA4 ]TED TOIL VDOT nt I POSITIVE DRAINAGE $ 10' MIN. (see note - E COURSE AGGREGATE TO SEDIMENT t' ......................... .....::.,..........::,........,...,(SeenOt6) I I`---•._ B TRAPPING DEVICE iii.'•R:•:e,::•:r.w:•:a;:.r:1;r:,S; MUST EXTEND FULL WIDTH I i.... PLAN F11 AN OF INGRESS AND EGRESS 8" II" G B � i OPERATION PLAN VIEW 8" , '1'• S OF I d n W 24" select backfill 24" select backfill r srEa FLruc I�lFORCELIONT . '� �N+• / _ �4 3, A I •-+..+ '.".�,'V, II ''+ .1- 3 Alt 1 '\ Y7` t J '� •✓-..ti .. EC''�. 3I 3N INf.I1`7, (see note) (Soo note) i A 1Y f - 1 D E �� / _C III II stone 3" MIN. 6' gvAY Lac - E I+ -- --- vAY L«E END VIEW O.D. "A SECTION X-X END VIEW SECTION X-X /�L-��✓ L 1i2 O.D, y'•+•. I END SECTION DIMENSIONS END SECTION DIMENSIONS / - ® FLOW FILTER CLOTH D E R A SECTION A -A i ' •I 4•- t 4-1. 4•-r L 6 6 1111 \ - 1- Iry r W concrete concrete i 4' 24` r• �.: r•ti, >• EXTENSION OF FABRIC AND HIRE INTO THE TRENCH, ,.��"1% :1', ``� �'',1 . ; ;,i' `.� `' .•• 4. ,,� .y,.•, ,., w �'"'}! TILL r. ,,. .t " 4,. f �i,.:.L. .L• .,•' ., •1•� "�� CONCRETE CRADLE CONCRETE ENCASEMENT r I 4 .• r� Y• \' "D cast iron cleanout cap with brass plug FALTER FARM ! -= y_• : ~ r D' having a countersunk square head 3 j ,a`,Y`• �c d P. S=`'. Panella Model PA4SV-CSK /4" PAY IJIE l ) � '� d� t L A' i• C NOTES} Panella Model PA6SV-CSK (6") _,1' REINFORCED CONCRETE DRAIN SPACE NOTE: To be compacted to 95% of ASTM D698 maximum density. �- ° AM[ finished grade W I ,S.i.i'• �E� T '° T �, SECTION B-B - - 4 TRENCH & BEDDING T• (' SOURCE: Ada tad from TLcWation of Stray and Fabrk Filter Barriers Sediment Control, RATE 3.05-1 SOURCE: ADAPTED from 1983 Yar�land Standards for Soii erosion and Sediment Control, and Va. DSWC Plate 3.02-1 Figure 1 _ SLOPE DETAIL square concrete skid pad �ail0od a „- „ 20"x 20"x 12" deep FLARED END -SECTION FOR 12 60 CONCRETE PIPE CULVERTS 309 VitpNA O/lAATMCNT OF TRAIlPoflTATKM 6 STEEL REINFORCEMENT BARS ma I 13 STEEL REINFORCEMENT Prune codominate leaders -DO NOT prune terminal I a" stone ALL FlXTURES TO BE SHIELDED TIES ®t'-o' D.C. ice -- TO PREVENT LIGHT SPILLAGE OFF SITE Prune rubbing or cleanout pipe LIGHT POLE TO BE GN.VANIZED STEEL cross branches MALL ( SDR 21 Ply WITH TAPERED TUBULAR SEAMLESS SHAFT C� J r trench width, y top of manhole et grade in pavement areas unless otherwise directed 1 -s SDR 35 spigot b k as required n (top shall be sot 2a" min. above grade n easement areas)y Prune narrow crotch angles VBHH77-15BHC-1 1-77 W square skid pad 6 thick- SDR 21 asketed 6` dia, schedule 40 steely g DO NOT stake or wrap and water spouts 2' custom senor / SDR 35 bell adapter (meter by FCSA) �� T pipe filled with concrete r 3 '�'•7L•% r �'< •y i 1, ,4/ : 4...., trunk unless necessary Prune broken branches I and painted yellow r g V cast in place access standard flat top .v itN. wrap around heat shrinkable sanitary asketed bell W ) see note SDR 35 spigot by LIGHT POLE Remove all taps and kbels for 4' diameter ., k7y5t 7 p sheet (WrapidSeal by CANUSAj rY gasketed bell 45' 1' TOOLED EDGES door, centered in sewer main ��LK1{T POLE BASE Prune suckers top (see note 1) manhole ,, 2' I ° 4 4 bolts (3/4" dia.) SDR 21 bend (see note) HAND RUB FINISH ON MTH COVER PLATE iy .> 4 35"max. SURFACE OF CONCRETE r� 2 varies 2' max. ~E• }r ^ ° adjustment rings (11" max.) �-� S AND FILL IN VOIDS. Cut away all baling ropes -3' mulch kept away from trunk SMOOTH FINISH ON All NONSNRINK LOAD finished. Soil well to contain water S ; . :, z{ at property line �'+'. "+ 18" dia. ;� +'• 5 , 1'-6" (see note 2) grade] 1 concrete }�' r<, ° N , M Ayr a 1 r �r sfAq , , i D(POSED CONCRETE .Tj� encasement %^ t ' SURFACES. PAINT 'v BEARING GROUT Remove lop of wire basket �v '� )``l E ii I,�i,, i'�,, .i{a,{.A,` ~<r1. .,�, . ,i��,'f„ Jib A •.4 3 ^- 4 . concrete d. 'a' . 'r g I �. Q roadway box 5 �'� • thrust block A' YELLOW OFF GRADE, Ih .� ANCHOR WITH LIGHT AND FURNISHED BO LT SE 'c UNAMENDED backfill soil E ! , , , 3 user section for 4' ` 6" stone bedding 3'-0' " f It' At •.• WITH LIGHT POLE. BOLT SiZE I aJ z° type K copper `� diameter manhole BOLLARD DETAIL NOTE :1. Where length of service lateral to exceeds CURB I GRADE : i CIRCLE PER MANUFACTURER'S Widen and score hole wall Partially bodkin, water to tubing (no joints w , concrete ASTMC•150 RECOMMENDATION. M,,t'M ,f, with cutouts 1z' or 16' (t 75' a cleanout assembly shall be furnished at •,;. ", seille sal, finish bockrlling from main to S I 4000 psi YIP•) y a curb stop) ;t' pioneer Sot mastic applied the property line. r t'-6' 0 CONCRETE BASE 2. If to of sewer main is greater than 15', then =3 STEEL REINFORCEMENi _ ' M M • M between joints and on p g Area for woler drainage , e and bend to be heavy wall SDR35. TIES ®i'-0' O.C. II METALLIC CONDUIT AT 2'-6' Remove container and cut cirdng Leave solid soil pedestal - do direction of setting to be approved prior to Installation exterior side of joints LA/y Y f, . '•d P� BELOW GRADE TO PANEL roots if container -grown, or as much 16 STEEL REINFORCEMENTnot dig deeper than boll depth Z joints are to be sealed BARS'' NOTE: burlap as possible 'rf field grown saddle with 2 min f with "0" ring gasket corporation stop x> c „ 1dr �` v N ALL UNDERCROl1NO WIRING �. TO BE IN METALLIC CONDUIT p p v c' L' �. :.E �',) a2 qp q, p variable J Dig hole 2-3 times root ball width � � �� required [concrete ad 1'-6'' s x 6'deep water main solid suppoH blocks under custom setter 4,`0, RIGID ELBOW ball valve curb stop 2' min. - 6 max. pipe to manhole J P 6" stone bedding j with FIP ends, with I 5'• connection to be NOT TO SCALE g I z a s LIGHT POLE FOUNDATION DETAIL j 2` ate valve by flexible sleeve operating nut invert channel to provide a xde 3'-0" min. i 4' ,tone smooth transition in to out, SEWER CLEANOUT screw type for all connections o"max. _ 4`0 "'a"' 1 9-19-02 REVISED PER REVIEW AGENCY COMMENTS J.D.S. F adjustable 6 I . • top of bench -wall Figure 17 NOTES: -r1 valve box grout bottom of manhole 2 10-7-02 REVISED PER F.C.S.A. COMMENTS J.D.S. F < stone stone to be minimum �.' same elev. as y C of 6° aL ova to of base I to form channel 0/2 to of I 1. Access door shall be b Halliday Products �zI p P pipe Y y �` I k, locator marker or our approved equal' stone 8' a) In non -traffic area - model ne. S1 R3030 }4� megalug r • '' 4 p 4 b) in traffic area- model no. H1 R2424 NO. DATE DESCRIPTION BY C 2. Water service crossing street shall be encased .i; , a r , 4 �a s"r >f. • e$ , C-, ; �r H O fi J Wood stone --..7r �`vr' x.,: 'L� �'ixxsa' t, .k ,t � �. In W dla. SCH40 PVC or SDR21 piping. The / t I c t „ , � REVISIONS CUTOUT DETAIL piping shall run from one foot beyond sidewalk, r a $ i U p PROJECT j (typical) across the street, to one foot beyond sidewalk.V. A • • • � ti hs?': ti'Y�t %%=irh�i�i ?hti.'•�tr r h %hyfr %:a: i'% mechanical joint NOTES: 1. Manhole sections shall have an external coating of approved bitumaslic water proofing prior to installation. Q G� �r associates, T� T�� swivel tee with 2• It adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of gilbert 1t • elif f ord & associates, inn. HODG�S'ON SPORTSPLEX 6' branch bltumasticwater proofing. ROnold A. MislQwsky, Jrz 1 3. Final slope adjustment of manhole frame may be b shims and non -shrink rout. DATE p j / y 9 o CERTIFICATE N0. 6-13-C 4. Skld pad to be placed around manholes located In shoulders of roads. 020674 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. BEET Englneer3 • Land Planners • Water Analysis Q 1 1/2" and 2" METER INSTALLATION � Figure 6 FIRE HYDRANT ASSEMBLY STANDARD MANHOLE REGISTERED 150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200 MISCELLANEOUS DETAILS Q Figure 9 Figure 12 PROFESSIONAL Fredericksburg, Virginia 22404 Winchester, Virginia 22601 ( f� ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 L_ FAX: (540) 898-3230 FAX: (540) 665-0493 -�/-n-r71/,Ai /�i-1A AA ATIi ,7 ,A AA ° 49