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HomeMy WebLinkAbout034-95 Southern States - Back Creek - Backfilef.. Qy cry Cu ` �Yi { a� a� F— cra rn 0 cC) f, cn rn u-) . a h: Gh�r. .. e e�Sy T—L. PHE NS VfRGIN-IA C'O [[--\ITY 01 _F_RE_DR_lC_K,, GENERAL NOTES 0WNER /DEVELOPER 1. ANY DISCREPANCIES FOUND 9E7WEF/V THE OR4WIN6S AND SPECIFICATIONS ANO SIT£ CONDITIONS OR ANY INCONSISTENCIES OR AMB/CUITI£S /N DRAW/NOS OR SPEC/FIC,ATIONS SHA/L BE IMMF0A rFZ Y REPOh'TED TO THE ENGINEER /N WRITING WHO SHALL PROMPT[ Y CORRECT SUCH /NCONSISTZ-NCIES OR AM9I0UIM-5 IN WRITING WORK DONE BY THE CONTRACTOR AFTER H/S DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHW L BE DONE AT THE CONTRACTOR :S RISK. 2 THE L OCAT/ON -OF EXISTING UTIL IT/ES AS SHOWN l.S APPR0,r1U4TE ONL Y. THE CONTRACTOR IS RESPONSIBLE FOR L0C477N6ALL PUBLIC OR PRIVATE UTILITIES WHICH L/E IN OR AU/ACENT TO P/E C0N5rRWT/0N SITE, THE CONTRACTOR SHALL BE RESPONS/BLE FOR REPAIRING, AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGEV DUR/NC CONSTRUCTION. FORTY - EIGHT (49) HOURS PRIOR TO ANY' EXC4I1ATION CALL MISS UTILITY 1(900�)552-7001. 4. ALL CONSTRUCTION /S TO BE IN ACCORL?ANCF W1TH L OC4L AUTHORITY STANDARDS ANO SPEC/F/CAT/GWNS. 5. WORK /N 7RIS PRO✓ECT SHALL CONFORM TO THE LATEST E0/77ONS OF THE WRC/N/A DEPARTMENT OF TR4NSPORTA17ON (1V07� R040 AND BR10GF. SPECIFICATIONS, 7HC VOOT R040 AND BRIDGE STANLD4ROS• THE V/RG/NM EROSION AND SEDIMENT CONTROL lFC60L477ON5,4MO THE ROCK/NGHAM COUNTY CONYMLIC7ION RFO611R£MEN75. IN THE EVENT OF CONFLICT 9E7WFEN ANY OF THESL� STAN4'WRL7S, SPEC/FICATIONS OR PLANS, THE MOST STRIIVCZNT SHALL GOVERN. ALL UTILITIES SHALL BE DEDICATED TO THE 90CK/N0100 COUNTY DEPARTMENT OF PUBLIC WORKS THE WATER AND SANITARY SEWER 5YS7FM SHALL BE CONSTRL/C7F0 ANN TESTED TO CONFORM 70 COMMONWEAL TH OF IIIRCIIV141 STATE BOARD OF HEAL TH WATERWORKS AND/OR SEWERAGE REGULATIONS AND ROCK/NCHAM COUNTY 196201REMFN73. 6 OR4/NACE IMPROVEMENTS SANZZ BE /NSrALLEO 1N ACCORDANCE W/rH STANDARDS AND SPECIE/CATIONS OF THE V1!?GYNG4 DEPARTMENT OF HIGHWAYS I f TRANSPORTATION. 7. INSTALLATION OF CONCRETE STORM PIPE 5H4LL COMP[ -Y- WITH VOOT STANDARD ORAW/NG P9-1. E3 ALL R1610 PIPE BEDDING .(CONCRETE; CEMENT L1NEO DUCAL£ IRON PIPE, C,V,) SH4LL BE CLASS C UNLESS NOTED O71-1t7PW/SE ON THE PLANS 9 ALL MATERIALS USEO FOR FILL OR BACK -FILL SMU SE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY 07F1ER NON -COMPACTIBLE SOIL 7YFLy- M4TER/AL. UNSATISFACTORY MATERIALS ALSO /NCL UDE MAN-MADE f)YL •S AND REFUSE DEBRIS FROM ANY SOURCE. /O 1W41'ER14L5USED TO CONSTRUCT EM94N!(MENI5 FOR ANY PURPOSE, QACK- FIL L AROUND DRAINAGE STRUCTURES OR IN UTIL 17Y TRENCHES OR ANY OTHER DEPRESS/ON REOUIRING FILL OR BACK -FILL SHALL BE COMPACTED TO 95X OF 40AMUM DENS/TY AS DETERMINED BY TH£ 51'r4ND4RO PROCTOR TEST AS SET OUT IN ASTM STANDARD 0-699. THE CONTRACTOR SMLL, PRIOR 70 ANY OPERATIONS INMOL V7NC 1'7LL11W OR BACK f7LL/NG, SUBMIT THE RESUL TS OF THE PROCTOR rf 5T T00E7r !ER WTH A CERTIFICATION THAT THE SOIL TESTED IS REPRF5fNTA77VE OF THE MATERNAL S TO BE USED ON THE PRO✓ECT TESTS SHALL BF CERTIFIED 9Y A LICENSED PROFESSIONAL ENGINEER. 11 EM94NKMENT F/LL ANO 71?ENCH 94CK-RU SHALL BF PLACED W LIFTS AT A MAXIMUM UNCOMPACrEO DEPTH OF B-INCHES AND 6-INCHES, RESPECT/I�EL Y- DENSITY TESTS SHALL BE CONDUCTED AT THE FOLL Olf1NG MINIMUM FREOUENC/ES. (A� EMB4NKMENTS FOR 90A05, STREETS, DAMS, ETC . - ONE TEST PER L /Fr PER 10 000 SOUARF FEET. (B) 94CK--FILL AROUND 51RUC77/RfS AND IN TRENCHES. - ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. A COPY OF ALL DENS/7Y TESTS SHALL BE SENT TO VDOT- 12 COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MAOF IN CUT AND FILL AREAS AT THE FOLLOWING MINIMUM FREp0ENC1ES- (A) 5UB6R40E. ONE TEST PER LANE PER SOO LINEAL ITiT. (B) STONE B4SE. • ONE TEST PE R LANE PER 6 " COMPACTED LIFT PER 500 LINEAL FEET. (C) HOT ASPHAL 17C CONCRETE ONE TEST PER LANE PER LIFT PER 500 LINEAL FEET A COPY OF ALL COMPACTION 7,f_573' SHALL BE SENT TO VDOT ,5 A PRE CONSTRUCTION CONFERENCE SHALL BE HELD PR/OR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ARR4N6E THE MEE77NG WITH ALL APPL ICABL E AGENCIES AND INSPECTORS. 14 THE CONTRACTOR IS RESPONSIBLE FOR OBTAIN/NC ALL APPLICABLE STA I - AND L OCAL PERMITS NECESSARY. RUST' VANNESS P.O. BOX 26234 RICHMOND, VIRGI TIA 23260 TELEPHONE: (540) 8 6 9 - 3122 (LOCAL) (804) 281-1274 / TO STEPHEN 07Y / / CHURCH �QJ £X/ST. FIRE HYD. J O OR/VE-IN $ '�. 71 E.•4 TER (� EXIST. FIRE HYD SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET S/TE DIMENSION SHEET 3 SITE GRADING SHEET AND ER69SION CONTROL PLAN Pf,?OI/ECT LEGE/1/D CEDAR CL/fF SYIV16oz CHURCH 0 W PROPOSED WATER LINE PROPOSED SL7YER LINE VICINITY MAP --- 4' EX/STING WATER 111W SCALE 1 " = 2000 " S EXISTING .SEWER LINE EXISTING COIWOUP5 PROPOSED CONTOURS EXISTING SANITARY MANHOLE JAY 4 = � L" TSI; � '' � -- � PROPOSED S4NMARr MANHOLE -- --- E-XISITNG 0RWU4CE STRUCTURE PROPOSED OR4/NA6S STRUCTURE y b EXISANC SA6W41 SEWFR 'r PROPoSED STORM SE7YER UGT - EXISANC IEEPHONE UNDERGROUND COPPER, MARS,NICELY & ASS0CIATES �,�-FT -�(-- EXISTING TELEPHONE OYERHE40 --� -EF-- EXISTING POWER OVERHEAD SURVEYORSENGINEERS PLANNERS I-XIS17NO POWER UNDERGROUND 10.I-1 SOU"PH HIGH STREET �r ��� 0IiERHE40 UTILITY HARRISONBURG, VIRGINIA 22801 --EG EXISTING CAS ITLEPHONE (540) 4-34---6365---S---Q PR0o00SEDSEERLATER,4Z 0 PROPoSED WATER LATERAL 'ter.; ----- EXIS17NO FIRE HYDRANT ,�V --- PROPOSED FIRE HYDRANT �'� EX/STING CURB & CUTTcz'R �n �`� v � ��• ti APPROVED BY ZONINGADMINISTRATOR. REVERSE CURB & GUTTER aete DATE.- •---�--- EROSION CONTROL _------ _ __------_ AB911?,--_V1,4T/DN5' CC CENTER TO CENTER CG CURB cf GUTTER ii CENTERLINE CMP C019RUG47F0 METAL PIPE CONC CONCRETE DIP DUCTILE /RON P/PE A DEL TA E5417. EASEMENT ELEV ELEVAI70N EX/ST EX/ST/NC F/7/ 17RF HYDRANT OR CROCINO SNOT !NV INVERT LENGTH MH MANHOLE N/F NOW OR FORMER[ Y 0. C. ON CENTER PI C POINT OF HORIZONTAL CURVATURE PCC POINT OF COMPOUND CURDYArURE" PCTC POINT OF CURVATURE TOP OF CURB P/ POINT OF /N1ERSECP0N ? PROPERTY L //VF PRC POINT OF REVERSE CURVES PROP. PROPOSED PH7 P0/1V7 OF )l10R1ZONTAL TANGENCY PVC POINT OF VERTICAL CURVATURE )OW POINT OF VER17,1 L INYRSFCI701V PVMT PAVEMENT EP EZ7GE 01' PAVEMENT PVr PO/NT OF VER77C.& TANGENT R RADIUS RCP REINFORCE-) CONCRETE PIPF R Lz ROOF 09AIN Rl* RIGHT OF WAY S4N S4NNTARY STA SrArION WM WATER MAIN 7941 TEMPORARY BENCH MARK ✓ch9 Na 60.59- 9 SHEET 1 OF 3 0 LEGEND O O 1,901V P/N FOUND o UT/L/7Y POLE —GR -EDGE- GRAVEL --EP--EDGE PAVEMENT —X--FENCE L/NE SITE" STATISTICS ZONING. • 9-211W— > VA0157, F—RIAL D/STR/CT. - BACK CRZTA" TOTAL AREA = 6.025 ACRES AREA DISTURBED = 0 75 ACRES CANOPY HEIGHT = /9' CANOPY USE = TO PROTECT LOADING' RACE( EOU/PMENT FFr'OV GYEATHE-R LAND USE. • RETAIL S.4L ES AND PETROL E-UV STORAGE- FACILITY (FAR) FL OOD AREA 9000 5. F. LOT AREA = 0 0343 262, 449.0 5. F. cosy ,w AMOF ( R� SLAa A.. ? - 11 RE344 70 &I AoSr&LED Rxi zl?W H a liPtWH OWN 704, 7?^ ra (7-YP.) TAX VAP 95-A - 46 N/F 5HE-NANDOAH 04LLEY LIVE ZONED.- -V USE. • VACANT 0 A04D(C'T G47F 7YPE #,4? #MH AlOWC SURFACE . 1--1 t I I I--(F- T1 • yr o d o 000 s.: III- o00 �•„ � � ��-A9U41IUCT CH.AMIEL I + I AV SERIES (✓!TN I/7/�. • • • SILL°'l.'AL L EX7E7KSt�VS II=i- ff-aN INSTALLA770N ,Y77H CH4VACZ No. BOS ANO PASS TO CA 44PWZ 1f N 51VL7K9CLS rO 6W754IN AGi�OLN7F gEP7H. 4 b cRArE r0 A- N O r E INSr&LES LEVEL. - c4447F rO aF 7iPE W I A N77fI AC34C SURFACE.- - CAV7A3 CTL7R .VMZZ M7 Allpe INTO AAV OUT 01c FWOPoSEO TRENCH DIB4/N N77h( 14*Wt70N &OAES rO CH4N6E STIES ,NZWCH 01FAIN DETAIL ------- ---- Af77 TO SCALE -- \�i\��i\�jj VA/PIABL EI \ %x X//X/< SELECT MATERIAL WITH STONE HA VING DIMENSIONS NO GREA TER THAN 1 " SELECT BACK FILL COVER MATERIAL <I/2' MAX STONE DIMENSION> TO BE _ACED M 6' LIFTS Na 78 OIP 68 STONE \�\ NOTE GRA VZI / BEIIIIING NOT RE0UIREII \/\ FOR WA TZ-,f'L INC INSTAL L A TIONS 41HERF FA VORABL E CONDITIONS EXIST, 16' MIN. Ir' 16' MIN,1 PIPE BEI L171 /G- DETAIL ICI, P, V C, PIPE < NOT - TO - SCAL E CHECKED: REV. No. DATE DESCRIPTION _ �p,UTH - 1 9-20-95 REVISION PER VDOT Ifs DRAWN: C E. lcl, E. M.A. 2 10-17-95 REVISION PER COUNTY COMMENTS — r -- o JA K JOH ON DESIGNED: 3 01-,31-96 REVISION PER CLIENT T �' - - ---- -- — -- ------ -- --- L.I NSE No. 0 5233 j� SIO,� TAX MAP c6,5 A- 46 N/F SHENANDOAH !VALLEY L/VE USE.- VACANT S 49' 46 " 29 " E- N 49 22' 02 W NOTE. REEVO I1AL AND DISPOSAL OF AL L TANKS, 01ATS, UNL OAD/NO PADS SHALL BE PZRFORVED /N CONFORMANCE W/TH ALL FEDERAL, STATE AND LOCAL CODES AND SPECIFICATIONS. COPPER, MARS, NICELY& ASSOCIATES SURVEYORS ENGINEERS PLANNERS 1041 SOUTH HIGH STREET HARRISONBURG, VIRGINIA 22801 TELEPHONE (540) 434-6365 EXISTING FENCE TO BE REL OCATED TAX VAP 8.5-A - 46C ,V/F DONAL D COVBS ZOI/ RA USE.- RES/DENT/AL SOUTHERN CO-OP STEPrIENS EXIST. F/R£ HYDRANT LOCATED 1400 ' f ON EAST S/DE OF ROUTE 11 6EP FAV/L Y DRIVE STATES INC. CITY NEXT ENTRANCE L OCATED 240.t FEET FROM CORNER OF PROPERTY TO NORTH REPAIR / REPLACE ,4NY EXIST oAMAG CURB AT DIRECTION UF VDOT INSPECTOR MAINTAIN P05171PE ORA/NAGS IN EXIST. ( SWALE EXIST. PAVEMENT TO BE RESURFACED l-Y'TH MiN/�UM 2 " 5M-2A TO L IMITS SHOWN I I W/TH SHAD/NG i V v �I MAINTAIN P0511-111E- ORA/NAGE //V EXIST. , SWAL E IST. 6 SET f EXIST. 1711?,-c HYDRANT LOCATED 1500 ' .% ON WEST] S/DE OF ROUTE 11 1 I � I w �J �I r00 ' Riclvl TAX VAP 95--A--59 e Nl/- J VARY rVIRGIII/IA 5T/C/(L EY ESL EA ZONED.• RA �USE.• � RES/DENT/�4L/.46R/COL T,�4'AL s `� PERAT/O!V fi'EQU/fi'EME/VTS ___ 1. DRY ,�BSORBENT SHAL L BE STORED AT EACH CANOPY TO A!_ L OW <dU/CK CLEANUP OF SS. L )P/L �? NO f/05E B/BS OR YARD HYDRANTS WILL BE Aj L OWED AT THE CANOPIES. NO TRUCK WA JING /S ALL OWED /N THIS SAME AREA. J A GATE VAL VE /S 6E/NG PROVIOED FOR TO OUIET PIP£ FROM THE O/L / WATER SEPARATOR NEXT ENTRANCE- - W`�' H SHALL BE CL OSED IF A PETROLEUM L OCATED JOO-t FEET SP/L L OCCURS. FROM CORNER OF PROPERTY TO SOUTH FINAL SIITE PLAN AP I DATE , 011WZ N51ON P05TE0 SPEED L/M/T ON ROUTE SHEET PROJECT No 6059 9 SCALE_ I'= JO' DATE_ 1/2,7�95 - SHEET 2 OF i U n W rn 0 m 6 AM LL- CD x ILO cr- rn Ln CD ERZ711Z N CON7R- ZI NOTES. L THE CONTRACTOR SHALL A.RRANG£ FOR A PR !'ZN,.'7RVCTIOIV CONFERENCE WITH THE APPROPRIATE ERDSIc AND �GSEDIMENT CONTROL DIRECTOR 48 f1DURS PRIOR O BEGNN'WDRk; 2 AL l_ EROSION CONTROL DEVICF.5' AS SHOWN OR AS REOUIRED ARE TO BE CLWT 1-PUCTED TO STANDARDS ANTI SPE-CIFICA TIONS OF VIRGINIA EROSION ANT SEDIMEN"T CONTROL 1-14NDB0,9K (L A TEST EDITION,) AND ARE TO BE IN PL ACE PRIOR TD AL L CONSTRUCTION 3, 7-1-111 PLAN IS NOT COMPLETE WITHOUT THE APPROVED .NARRATIVE 4 EROSION 4N9 SEDIMENT CONTROL MEASURES SHAL L BE MAINTAINED CONTINUOGSL Y, .F'EL OCA 7ED WHEN AND AS NECESSARY AND SHALL BE CHECKED 41--7E -R EVERY RAIVFAL L . SEEDED AREAS SHALL BE CHECKED REGUL ARL Y AND SHALL BE WATERED, FFRTIL IZED, RESEEDED AND MUL C,HED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS 5, AL L DISTURBED AREAS NOT PA VED OR BUIL T UPON ARE 70 BE FFRTIL IZED, SEEDEL; AND MULCHED BY THE CONTRACTOR IN ACCGRDANrZ-- WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS (ZATEST EDITION) 6. WHEN' THE CRUSHED STONE CONSTRUCTION ENTRANCE ALAS BEEN COVERED WITH SLjZ OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPL ACED WITH A 17FP7f1 OF STONE EQUAL 70 THAT OF ORIGINAL APPL ICA7ION. 7 AL L DRAIN INLETS SHAL L BE PROTECTED CFLW SrZ TATION, INEFFECTIVE PROIECrrDN DEVICES SHALL BE IMMEDIA7EL Y REPL ACED AND 7NF INL FT CZ EANED FL USf11N67 IS NOT AN ACCPTABL E METHOD OF CZ E-A/VING 8. GRADE AREAS ADJACENT TD SUIL DING IO ACHIEVE DRAINAGE AWAY FROM THE STRUCTURE AND TO PREVENT P,9NRr1V67 IN SI✓AL ES 9 PERMANENT OR 7Z-1VP9,9ARI' SOIL STABIL RATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL G.4ADE IS REACHED GN ANY PORTION OF TN£ SITE. TEMPORARY SOIL ST ABIL IZATIDN SHALL BC APPLIED Wf THIN SEVEN DA Y,> 70 DENUDED AREAS 7f1A T MAY NOT BE A T FINAL GRADE BUT WILL REMAIN LWIWNT (VNDISTUVBED) FOR LONGER THAN 3a DAYS PERMANENT STABILIZATION SHALL BE APPLIED TD AREAS „ THAT ARE TO BE LEFT DORMANT FOR MGRE- THAN ONE YEAR, 10. DURING CONSTRUCTION OF THE PROiFCT, SOIL STOCKPILES SHALL BE STABIL IZE D OR PROTECTED WITH SEDIMENT TRAPPING MEASURES II, SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIM£N'T BARRIERS AND OTHER MEAS61IPES I'V7L7VDFD TO TRAP SE DIMENT SHAL L BE CONSTRUCTED AS A FIRST STEP INANY L AND - DISTURBING ACrjVITY AND SHALL BE- MADE FUNCTIONAL BEFORE UPSL L7PE Z AND DISTURBANCE TAKES PL ACE. 12, STABI!_ IZA 7 5V MEASURES SHALL BE APPL 1FD 7G EARTHEN STRUCTURES SUCH AS DAMS, .DIKES' AND DIVERSIONS IMMEDIATEL Y AFTER jrNTIr4Z L ATIDN, A, UNDERGROUND L/TIL ITl' L IfVE-S SHAL L BE INSTALL ED IN ACCORDANCE- WITH THE FOL L OWING STANDARDS IN ADDITION' TD OTHER APPL ICABL E CRITERIA- B NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED A T ONE TIME. C, t XCA VA TED MA TERLAL SHAL L BE PL ACED 6,N THE UPHIL L SIDE OF TR£NCHFS. D EFFL (ENT FROM DE41A7ERIN67 OPERATIONS SHAL L BE FIl_ TER£D OR PASSED THROUGH AN APPROVED SFDIMEN7 TRAPPING DEVICE OR BO7"1-1, AND DISCHARGED IN A 1Y4 NER Tf147 DOES NOT ADVERSEL Y A.FFEC7 FL OWING STREAMS OR DFF-SITE- PROPERTY. 13 WHERE CO, VSTRUCTION VEHICLE ACCESS ROUTES I/VTERSECT PA VED PURL IC ROADS; PROVISIONS SHAL L BE MADE TD MINIMIZE TH£ TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PA VED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A P41BL IC ROAD SURFACE 7-AC ROAD SHALL BE CL c AHED THOROUGHL Y AT Tf1F END OF EACH DAY, SEDIMENT SHALL BF REMOVED FROM T.HE ROADS BY SHOVEL ING OR SWEEPING A,ND TRANSPORTED TO A SEDIMENT CONTROL DISPLSAZ AREA. STREET WASHING SHAL L BF AL LOWED ONL Y AFTER SEDIMENT IS REMOVED IV THIS MANNER, COORDINA TF WITH THE CITY STREET DEPARTMENT, 14 ALL TEMPORARY EROSION A/VD SEDIMENT CONTROL MEASURES SEAL L BE .4'EMOVED WITHIN 30 BA 1'S' AFTER FINAL SITE STAB.'L IZATIDN OR AFTER THE 7E-MPOIPARY .MEASURES ARE .ND L ONG£R NEEDFP, UNL FSS OTHERWISE AUTHORIZED BY 'fNE LOCAL PROGRAM ADMINISTRATOR, TRAPPED =11YENT AND Tf1E- DISTURBED SOIL AREAS RESUL TING FROM THE 011PDSlIZON OF TEMPORARY MEASURES SHALL BE PER1 4NEN'TL Y STABIL.,'ZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. .15. ALL DISTURBED AREAS NOT PA VED OR BULL T UPON SHALL BE SEEDED, MUL CHFD AND FERTILIZED PERFORM PERMANENT TOP S l7IL ING, SEEDING, LANDSCAPING, FFRTIL RING, AND MUL Cf1IN67 AS SOON 4F7FR FINISH GRADING AS POSSIBL E SEEDING Sf1AL L CZ71 YPZ Y WITH ThE FOL L D!✓,TNG, A. TOPSOIL - 4 INCH MINIMUM FD-P 9SXW41VE/V7- TURF B. FFRTIL IZER - 450 POUNDS PFR ACRES OF 10-20-10 FERTILIZER L7R EpUIVAL ENT POUNDAGE OF Djr1-FZ-REIA17- ANAL PSIS WORD INTO SOIL PRIOR TD SEEDING. C. L IMF (PERMANENT SEEDING) - AGRICUL T!IRAL L IMF SPREAD AT A RA TE OF 2 TONSZACRE WORK INTO SOIL PR rr7 TO SEEDING, D MUL CH - CHOPPED STRAW AT RATE- OF 2 TONS PER ACRE - AND TACKED IN PL ACE. HYDRO-MUL CH AT A 1(?47EE DF 30 BALES PE-P ACRE: F - SEED CHECKED: REV. No. _DATE_ DESCRIPTION 1 9-20-95 AYY/S/ON PER BOOT DRAWN: ---_-�-_ 2 1-J1-96 �REY/S/ON PER CL/EN7- DESIGNED: Q b NUT H if ----- o JA JOH SON o _ LA ENSE No. � 5233�0 S 49' 46 ' 28" E N 49*22'02" X/ COPPER, MARS, NICELY & ASSOCIATES SURVEYORS ENGINEERS PLANNERS 1041 SOUTH HIGH STREET HARRISONBURG, VIRG[N[A 22801 TELEPHONE (540) 434-6365 602.4E 522 19 ' NOTE:• ALL SUIRFACF WATEfi' Sf /AL L BE D/I�ERTED AI�YY.4 Y Ffi'O�L1 CONClR'ETE PADS UIM EFR CANOPIES TO INSURE A/O SURFACE WATER EN,r,L 5 01gA/A1A6S SYSTEM. SOUTHERN p STEPHEA STATES INC. CITY 517L-c- TEMPORARY 1 I L 4flI UT A TE-S. SPE-CI '5- 50,!50 MIX L7F ANNUAL R)T GRASS l� OL IUM MUL Ti-FL L7RUM> I & ,RYE- ZEIG -Y B 16 - APk! ?O P YAr % - <SEC'ALF C RE AL L7 4A VZAZ PYFGRASS <L L1' /UM MUL T/- f L L71PUM> GERMAN MIL L. E7 TSETAR�'4'ITAL f'CA> (2') PE-11 141AI /E-N RA TE" <L FS, / ACRE7 SE-z-IIING TOTAL L ,9S MINIMUM CARE LAWN PER ACMES CLN1W-RCI4L OR RESIDE,L"1A% 200-1?50 L BS k EN7UCKY 31 OR TLiRF- TYP = AL L r E3 L LIE 90-100% IMPROVED PEKE-NNIAL RI't ASS 0-101:1 h ENTUCKY BL UEGRASS 0-10i' HIGH -MAINTENANCE L AWN MINJMUM OF THREE C3> UP /71 FI tit (>> ✓ARIE : If S Gf �5 LBS BL L�76RASS' FROM AP)OV17VED IST FOR L%S'E- IN VIRGIN GENERAL SLOPE �3f1 OR L ESS> �'E N'UCKY 31 FE.S'L'UF .'c'A 16'.S' REI% 70P Gh'A-U .SEASONAL NURSE 1?0 LBS ISO LBS L ON -MAINTENANCE SLOPE (STE ER THAN ?'D 1YE417, ICK Y 31 f c SLUE 108 L 8_S' R, P 1UP GRASS c? : IRS, SEASONAL. NURSE CRLi,< ' Y PO L BS CRI�!✓NVETCH�r+rar. c'O L BS ISO L B.S (SEE SEASONAL .11URSF. c b' ACCORDANCE !✓NTH S :.° STATED BE L OWI MARCH, AP'?IL 1,gR0001-1 MAY 15th..............-.-ANNUAL RYE MAY 16 th T HRL7UGH AUGUST 15th ....................F"OXTAIL MIL L E 7 AU66S7 16 th THROUGH SEPTEMBER, 17CTOBFR ....................411V NOVEMBER THROU6/>' FEBRUARI .............. WINTER RYE * * IF FL ATPEA IS USED, 'C 30 LBS / ACRE. Ai, tG%%+-!� MUST Al PROPFRL Y 11LOCUL ATED WtFPIVG LOV£GRASS .v - . _ INCL UDED IA' ANY .SL OPE OR LOW-MALVTCVANCZ- MIXTURE IIURING W'4.� SEEDfVG <'r."U DS; ADD IO-20 LBS q,-7;- ^: 447, FS• PROJECT No. Gfr'AD//l/G O/V _ 6059 _ 9 Q / SCALE: , JO' CONr/T oL �LJ14N DATE- 7/21,9-5 . SHEET _3 OF i ci r x rn c� Cu 16 n 66 0 r CD 0 a� Ln 0 co i rn rn LO co cO n GE/l/�f?AL NOTES 1. ANY O/SCREPANC/ES FOUND BETWEEN THE OR4W/NGS AND SPECIF/CATIONS, AND S/TE CONDITIONS OR ANY INCONSISTENC/ES OR AMB16U177ES IN DRAWINGS OR SPEC/FTC ,r1DNS SHALL BE /WF014TEL Y REPORTEO TO THE ENC/NEER IN WRITING WHO SHALL PROMPTLY CORRECT SUCH /NMAIS/ST£NCIES OR AMB/GU/TIES IN WRITING WORK DONE BY THE CONTRACTOR AFTER H15 DISCOVERY OF SUCH 01SCRFOANCICS, I1VC0NS/STEN('Y-5 OR AMBIGUITIES SHAL L BE DONE AT THE C'ONIR4C70R S RISK. ?. THE L OC471ON OF EXISTING UT/L /TIES AS SHOWN /S APPROXIMATE ONL Y THE CONTRACTOR IS RESPONSIBLE FOR LOC4T/NG ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE /N OR AO✓ACENT TO THE CONSTRUCTION SITE. THE CON7R4CTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT H/S EXPENSE, ALL EXISTING UT/L IT/ES DAMAGED DURING CONSTRUCTION. FORTY - EIGHT (,4d) HOURS PRIOR TO ANY ,-XC4VAT/ON CALL MISS UTILITY 1(800)552-7001. 4. ALL CONSTRUCTION /S TO BE /N ACCORDANCE WITH LOCAL AUTHORITY STANDARDS AND SPECIF/C4A0NS 5 WORK /N THIS PRO✓ECT SHALL CONFORM TO THE LAITST EDITIONS OF THE WRGINIA DEPARTMENT OF TRANSPORTATION (-WOT) ROAD AND BR/OGE SPECIFICATIONS, THE VDOT R040 AND BRIDGE STANDARDS, THE V/RG/NIA EROSION ANO SED/MENT CONTROL REGULATIONS ANO THE ROCKINGHAM COUNTY CONSTRUCTION ?F0lJ1RZr1W,'--N75 IN INC E1kEN7- OF CONFLICT BETWEEN ANY OF THESE STANLaAROS, Sp ECIPC4RONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. ALL U77L/T/ES SH.41L BE DED/GATED TO THE ROCKINGHAM COUNTY DEPARTMENT Of PUBLIC WORIf5 Ni- WATER AND SANITARY SEWER SYSTEM -WALL BE CONSTRUCTED ANP TESTED TO CONFORM TO COMMONWEAL TH OF VIRG/NA/ STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS ANO ROC!(bUChl4M COUNTY REOU/REMENTS. OR4/1MGE IMPROVEMENTS SHALL BE IN57ALLEO IN ACCORLI4NC£ WITH SSTAMOAROS ANO SPEC/F/C4TIONS OF THE 1111 t,"INA OEPARTME'VT OF HIGHWAYS i� TRANSPORTATION. 7. INSTALL4T/ON OF CONCRE7L� STORM P/PE SHALL COMPL Y WITH VOOT STANDARD DRAW/NG P9-1. 9 ALL RI610 PIPE 9E001N0.(CONCRETE" CEMENT L/NEO DUCT/LE IRON PIPE, ETC;) 5H4Z L BE CLASS C UNLES'S NOTED OTHERWISE ON THE PLANS e e �S� TI-1 JL JL JL lL� ���� CJL TJL -R GI- V, -,-/4 ("Ot-INTY O.F -F-'P� V1 9 ALL MATERG4LS 05CO FOR FILL OR BACK -FILL SHALL BE FREE OF WO40, ROOTS; ROCKS, BOULDERS ORANY OTHER NON -COMPACTIBLE SOIL TYPE MATERIAL. UNS4ASFACTORY A0TER0ZS ALSO INCLL/OE ,WN-MADE FILLS AND REFUSE OEBRIS DERIVED FROM ANY SOURCE /0 M54TER64LS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, 94CK- F/L L AROUND DRAINAGE STRUCTURES OR IN UPZ 17Y TRENCHES OR ANY OTHER DEPRESSION RE061IR/N6 PLL OR BACK -FILL SHALL BE COMPACTED TO 95% OF 40AVUM DENS/TY AS DETERMINED BY THE 5TAN04RO PROCTOR TEST AS SET OUT IN AST# STANDARD 0-699 THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS /NVOL KNG f/lL/NG OR BACK FILLING, SUBMIT THE RESUL 75 OF 7HE PROCTOR TEST TOGETHER WITH A CERT/FlC4T/ON THAT THE SOIL TESTED /S REPRESENTATIVE OF THE MATERIAL S TU BE USED ON THE PRO✓ECT TESTS SHALL BE CERTIFIED BY A L ICENSEO PROFESSIONAL ENGINEER 17. EMBANKMENT FILL AND IWNCH B4CK-FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UNCOMPACTEO DEPTH OF B-INCHES AND 6-INCHES, RESPECT/VEL Y. DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOW/NG MINIMUM FREOUENC/ES. (A) EMBANKMEN75 FOR 90405 STREETS, OAMS" ETC.. ONE TEST PER L IFT PER /0" 000 SOURCE" FEET. (BJ BACK -FILL AROUND STRUCTURES AND /h' TRENC'HES ONE TEST PER LIFT PER 500 LINEAL FEET Or TRENCH A COPY OF ALL DENSITY TESTS SHALL BE SENT TO VDOT 1 COMPACTION TESIS FOR STREET PAVEMENT STRUCTURE 5H4L,. BE MADE IN CUT ANO FILL AREAS AT THE FOIL OWING MINIMUM FiPEOUENCY-5 (A) SlJBGRADE.- ONE TEST PER LANE PER 500 LINEAL FEET {'B) STONE 345E. ONE TEST PER LANE PER 6 " COMPACTED LIFT PET? 500 L INEAL FEET, (C,1 HOT ASPHALTICCONCRETE ONE TEST PER LANE PER LIFT PER 500 LINEAL FEET A COPY OF ALL COMPACTION TESTS 51-64LL B£ SENT TO 11007 /9 A PRE CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE THE MEETING WITH All APPLICABLE AGENCIES AND INSPECTORS 14 THE CONTRACTOR /S RESPONSIBLE" FOR OBTAIN/NG ALL APPL /CABLE STATE AND L OCAL PERMITS .NECESSARY OWNER / DEVELOPER RUSTY VANNESS If P.O. BOX 26234 RI CHMOND, VIR GINIA 2312.60 TELEPHONE: (540) 8 6 9- 3 1 22 (LOCAL) (804.) 281--1274 -�� TO STEPNEN C/T,v 1 / CHURCH �0 � EXrsr. t J5 FIRE HYD. Q�J S/TE V WEA TER � o � /.. CEDAR CLIFF CHURCH VICINITY MAP E f � _^ .,. COPPER, MARS, NICELY & ASSOCIATES SURVEYORS ENGINEERS PLANNERS 10/a-1 SoUTI-I HIGH S`T'REI','r HARRISONBURG, VIRGINIA 22801 TELEPHONE ( 540) 434--- 6365 APPROVED BY ZONING ADMINISTRATOR G!% 116�� DATE: SHEET I NREX SHEET NO. OESCR/Pl7ON ' I/TIE SHEET 2 S/TE 01MCN5/01V SHEET J S%TE ORAOLNG SHEET AND CROS/ON CONTROL PLAN RRO Z-CT LEGEND AZNR,E l//AT/0VS #I PROPOSED WATER LINE CC CE1l17ZW TO CENTER CG CURB It GUTTER S PROPOSED SEZW£R LINE C CENIFRLlNE- �—' W EXISTING WATER LINE COP CORRUGATED METAL PIPE S -. EX/517NC SE"WER LINE GCMG CONCRETE 0/)Cl DUCTILE IRON PIPE EXISTING CONTOURS 'A DEL TA 1 PROPOSED CONTOURS ESMT EASEMENT ELEY. ELEVAT/GW -- �,y--� EXIST•1NC 5AN/TARP MANHOLE EXIST EXISTING -- PROPOSED SANITARY MANHOLE FH FIRE HYDRANT _-— EXISTING DRAINAGE STRUCTURE GR GROUND 5H07 P1,FOR02-0 DRAINAGE STRUCTURE INV INVERT L LENGTH - EXISTING STORM SEWER ,uH MANHOLE PROPOSED STORM SEWER N/F NOW OR FORMERLY UGTFXISANG TELEPHONE UNDERGROUND oc ON CENTER ---ET—�-- EXISTING TELEPHONE OkERHEAO PHC POINT OF HORIZONTAL CURVATURE EP EX/ST/N6 POWER OVERHEAD poc POINT OF COMPOUNO CURVATURE PCTC POINT OF CURVATURE TOP OF CURB ---O(za -- EXISTING POWER ONOERGROU,VO P/ POINT OF /N7FRSEC1701V ---� OU- — OVERHEAD 07V 17Y f PROPERTY L /NE PRC POINT OF REVERSE CURVES -EG 6,r1S)7NG GAS PROD PAlopoS£D S —� r7P 'OSEi) SEWER LATERAL WT POINT OF HORIZONTAL TANGENCY PVC POINT OF PER11C4L C(/RVA7URE - H - -- PROPOSED WATER LATERAL P{l POINT OF PTP17CAL /N7ZWSE6'776W --- -� EXISTING FIRE HYDRANT PVMT PAYFM£NT yEP PROPOSED FIRE HYDRANT EDGE OF PAVEMENT PVT POINT OF VERT/C4L TANGENT — —_— — EXISTNG CURB & GU77DR R RADIUS PROPOSED CURB & GUTTFR RCP REINFORCED CONCRETE PIPE --- R D. ROOF DRAIN -- REYEiPSE CURB & GUTTER R 1Y RIGHT OF WAY • SAN SANITARY �� EROSION CONTROL STA STATION WM WATER MAJN 1BM TEMPORARY BENCH MARK JOB No. 60.69-9 SHEET 1 OF 3 cn rn c*i m 0 L. n 0 c 0 9 cn CD CD - ZEOZ-N40 U POINi O 490N P,W FOUND a UT/L/TY POLE -GR-EDGE GRAI/FL -EF'-EDGE PAVEMENT --x--FENCE LINE 5ME 57AUW5 ZONING - 9-2/0- / VAG/STE,R/AL DISTRICT- HACK CAYTolr TOTAL AREA = 6.025 ACRES AREA D/5TUf?BED = o. 75 ACRES CANOPY HE/G'HT = /8' CANOPY USE = TO PROTECT L OAOINC RACK EQUIPMENT FROM WEATHER LAND USE. • RETAIL SAL E5 AND PETROLEUM STORAGE FAC/L/7Y (FAR) FL OOD AREA 9000 S. F LOT AREA = o, o.34j 262, 449.0 5. F. C4SrwocMr 70%" aK47, SLAB -- -- (.WO P57) GWATF ( ) /44 PA t'fAC/VT TAX MAP 85—A— 46 N/F 5HENAN90AH !/ALLEY L/ME ZONEo • EY USE- WCANT AO-W& r G41C MY w/V WH *FMC SURFACE 0 OOO 4 OOG� 4 aor� t� II A IT �� I (= 4// e� s�RrEs rrrTN cRArE ro R_ INSTALLED L E I�EL. NOT E . �_ _l I SILkYS — caRA7F r0 SE 7YPE' AV 6 MY7N ! l I-1 1/MEkir�HL�EIi� D. SURFACE BCC/N /NSTWLAl70N MYTH C84NAfZ No. 806 AW — CCW7M40T0R 5AWZ 77E PIKE INTO AA47 ? - `f RCB4R 1U P 'SS TO 0gv0 �Z OUTH OF PROMSCO rRZWH ORNN M77 INS 6v_ INSTALLED FC4 L *'?NSV"XUS TO Ca9rVN ✓UNCAON 6t2*ff TO C?wla, SIA5. AK /RENC'H 149E'OU47E GtWN. @INS, TiQENC/1 O1?AIN DETA/L A477 TO SCALE a NE HA VING 17IM£NSIONS VARIA.BL: STONE E \ \ \/ \ NO GR£A TER THAN I' cU �/ \-) �/ �\ S£"L £CT BACK FIL L COVER ' �/, MA TERIAL �'1/c'' IMX. STt7N£ - ---- - \/ 0//\ �NM6� LI�FTSTO BE PL ACED \� 'p r� �/ No, 78 O1P 68 STONE NOTE,, O 0 0//- GRA VEL / RZI-DTING NOT �P£QUIiPEl� \ \ FOR WA T£RL IN-C INSTAL L A TfONS 41HERE FA VORABL E CONDITIONS EXIST, • -► 6' MIN PIPS B�I�I�IN� DETAIL ICI, P, I (C, PIPS < NOT - TO - SCAL Z_ > TAX MAP 65-A- 46 N/f 5f1,`NANDOAH !/ALLE)-*' LIME ZONEo• E3/ USE.- VACANT 549'46'28"E 602.48' Z SETBACK � v ZONI D TOP = 75-,5.7- I (� i I � t: 025 A CRZ —5 I o SUPPL Y STORAGE AREA EXISTING RIP -RAP / � DITCH /INI! _ �� f7NSyE�� TES pU/LD/NG --4- / � I OPEN GRAVEL OR/l/ES- / &SUPPLY STORAGE l j EXISTING / / � FENCE / J PROPOSED 6 "" PVC (SCH 4©) t9 1. 1,7 PROPOSED O/L WATLCR SEPARATOR PROPOSED 16.E L. F. f •" PVC (SCH 401) PIPE / - �x• _ _ _ I TRENCH OR N TOP= 758.50 D/F.5EL PUMP TRENCH INV = 756 J6 1 " CUTOtF 10 INV O T=156.26 " SW/TC,h' x 6 IA = 7 6. 99 EX/STING '�� TO BL REL OCATED I 6 // t = 6.36 USE A A O FG POND TO 8E REMOVED - 6'! GATE DRAIN 200 / X ---x_ t�Ak VZ_ NO. 880 CATCH BASIN WITH x _ CAST /R N FR4,W, & CORER CONCRETE 1 ' X 1 'STORM GRATE •- 1 J 2 " �' 2 ' CONCRETE PAO - 1- -- E� __ .. "` PAD TOP = 790 7 INV = 758.4 '--- J TO BE_. REZ OG,:aTEO. NFW L OCAT/ON TO BE i --- TO BE REMOVED + J OFTERML.MED BY OWNER- ' 758. GAS PU PS 91. 74 TO BF R _ L OCATEG' FUTURE O 000 GALL ON 1 ' TORM GRATE / D GAL TOP = 60 7 X 15. 1 C CROP 1,2 6 " PVC NEXT r741TRA1VCZ_ j L OCATL7J 240E FEET jJ FROM CORNER OF PROPERTY TO NORTH CLEAN 4UT OUT FALL OF EXIST. PE- TO MAINTAIN POSITIVE DRAINAGE. ADD OUTLET PROTECTION STD EC -1 ROS. CONTROL STONE EX/ST. F/RE HYDRANT LOCATED 1500' f ON WEST] S/DE OF ROUTE 11 11 % ( IN �I I I� REPAIR / REPLACE ANY EXIST DAMAG CURB AT D/RECT/ON F k'007 INSPECTOR ONED SALES D/SPLAY ly B-2 AREA MAINTAIN POS/T/tiE f DRAINAGE IN EXIST. tX1571NO ( SWALE I SIGN PYLON EXIST. PAVEMENT TO BE RESURFACED W/TH M/N/JUM I I 2 " SY-2A TO L /M/TS SHOWN f I W/TH SHAD//VC J EXIST. V r PROPOSED 156 Z._ TRENCH DRAIN REFER ` \ TO DETA/L VIEW 26;1,fO' CANOP)+' ►,� , �, TO BE CONSTRUCTED' O 1v THIS L OCAT/OiV'� fX571*0 GAS PG'MPS CG/7. 2 ' MAINTAIN POS/T/! f ORA/NAGS IN EXIST ' SWALE __ -_ � � �_. 1-------_ • �.�" O SET EX/STIA'G POLE I ("z L/GHT, TYP. OF I 1 6. (20,HE/GHT� Uy LP GAS ANK ! INV = 759.0 GA(SOt//- -- . "1,• L OCA71ON I _ PROPOSED j5 t'35 \ _ � �i r- 6*PAD WITH CANOPY 1 J5, O�Q' At!. � FUEL /NG OF 6 i C. O. SO lN� I' / F, f: = 56 761.0 I _ ABOVE GROUND L'-- CANOP)' AND CONCRETE PAD I a INV = 758 96 STORAGE TANKS ! , x ` . 0, ���• x D • TO BE OL5/0M,0 BY OTHERS ! �' 89.75' i � � � L _ J � ❑ �❑ r � .. ��tA- � 20¢22 Y /ST1LLA�C'TR/C HOOKUPS t ! 1 FOR IRUCk'S TO BE EX/STING TANKS TO BE REMOVED - _-z, ! 1 REL OCATED. NE- L OCATION AND D/KE PVCL OSURE ' TO BE - ''' 1 1 X 1, STO GRATE f i` 1 T O BE- DETFR'VINE0 9) J EL/ti1INATEG? TOP --- J TOP = 790 I N 1 OWNER /✓L' FIELD. J I SO BLOCK WALL 1 ' WIDE J INV = 759.4 O BE REMOVED J r 1 PROPOSED 60. M'40 ' ✓ l �ETBACK I CONCRETE UNL OAD/NG / y� EXI571NO CONCRETE UNL OAD/NG i 1 i --� PAD DES/GNED BY OTHERS PAD &! ASSOCIATED PIPING _ _GR^ - - - } TO BE REti10VE0. xCOP / , l i OPEN SALES l °� EXISTING CONCRETE EXISTING 11AVE ! \ \ D/SPLAY AREA j' FUEL /NG /BLAND TO REMAIN PARKING AREA GRATES TO BE PIPED TO PROPOSED X TRUCK PARK/NG O/L/WATER SEPARATOR - AREA CANOPY TO BE REPLACED ✓ r CO CRETE 1 WITH A ,NEW 20. t' J2 ' CANOPY L - AD I -- x- -- -- - - -- X-- -- - - - X - - - -X - - - -- - X -- - - X -X--- - -- - _ _x - - - - - - -GR-- -_ - - - - - �R ' I `--- -- SHADED AREA TO HAVE GRAVEL 10.4 ' X 20.4 ' MEW FENCE SURFACE INSTALLED TO MATCH BUILDING L OCAT/ON EXLST/NG GRAVEL AREAS 25 7692 SETBACK N 49* 2-2' 02 " W EXISTING FENCE TO 522 19 ' NOTE- BE REL OCATED REMOVAL AND 0/5PO54L OF ALL TANKS, D/KE5, UNLOADING PAD5 ETC... TAX MAP 85 A- 46C 5HAL L BE PERFORMED /N CONFORMANCE W/TH ALL FEDERAL, 5.7 AND L OCAL CODES AND SPEC/F/CAT/O,N5. /U%F DONAL D COMBS ZOME9 • RA US - RES/DENT/AL EXIST. FIRE .HYDRANT LOCATED 1400' f ON EAST SIDE OF ROUTE 11 ® FAM/L Y DR/IiE I ' I I I f II 'I /00L /r'/G'y- _-_�- _ OF `y Ar NEXT E'-NTRANCE L OCATED 300E FEET FROM CORNER OF PROPz_RTY TO SOUTH ' TAX MAP 85 A-59 N/F VARY VIRGINIA 5T/CKLEY E5LEA ZONED.• RA V USE.• RES/DENTG4L .4Gf 1MZ 7R- AL dPERATION fi' U/RE-iG1ENTS EQ 1. ORl' SHAL L BE STORED AT EACH C,4NOPIK TO ALLOW OU/CK CLEANUP OF S!P/LLS 2. NO DOSE B/BS OR YARD HYORANTS WILL BE A L OWED AT THE G4NOPIES. NO TRUCK W4 JING /S ALL OWED IN THIS SAME AREA, 3. A GATE VAL VE /S L9E1NG PROVIDED FOR OUET PIPE FROM THE O/L / WATER SEPARATOR WH H SHALL BE CZ OSED IF A PETROLEUM SPt/L L OCCURS 1 UNAL SITE PLAN ..`.' hi 10057E0 SPEED L/M/T ON ROUTE 11 /S 55 M. P. H. CHECKED: REV_._ No. DATE DESCRIPTION!_ _ INITH 1 9`20-95 REVIS/ON PER VDOT^ J_ o �j� COPPER, MARS, NICELY & ASSOCIATES SOUTHERN STATES ��u°J�cT N°• _ _ _ _ _ _ 6059-9 DRAWN: C.EM, E.M.A. SURVEYORS ENGINEERS PLANNERS 2 10-17-95 REY/S/ON PER COUNTY COMMENTS � �, - o JA JOH SON `�:. INC. ----_---- DESIGNED: _ 3 01-,�1-96 REY/_S/ON_PER CL/ENT �' L ENs No. y 1041 SOUTH HIGH STREET CO—OP 5117E' Z?IVZN51ON SCALE_ 1' 30' 0 5233 z� HARRISONBURG, VIRGINIA 22801 DATE: 7/27/95 TELEPHONE (5 4 0) 4 34 — 6 36 5 STEPHENS CITY SHEET 24O F J C-) rn ab 0 v♦ lf) a a) LL CD cr L V-4 cn cn i Cn Ln QD EiPDSION CONTiPZ7L NOTES- 1 TH£ CONTRACTOR SHALL AR, PANG£ FpR A PRE-COIVSTPUCTION CONFEiPENCE WITH THE APPPOPh'IATE Eh'OSION ANTI S£IJIMEN,T CONTROL MR£CTCR 4B 11OURS PRIOR TO B£G'NNING WORK. 2 ALL EROSION CONTROL DEVICES AS 11-1CWN OR AS RZ-0&jrR£D ARE TO BE CONSTRUCT£D TO STANDARDS AND SPECIFfCATIONS OF VIRGINIA £R47S19N ANTI S£ DIM£NT CONTROL HANDBOOk' (L A TEST EDITION.) AND ARE TO BE IN PL ACE PRIOR TC AL L CONSTRUCTION S THIS PL AN IS NOT CCMPL ETE- WITHOUT THE APPROVED NAR,PA TI VF 4 E-RDSIIJN ANTI SE-IJIM£NT CONTROL MEASURES SHALL BE - MAINTAINER CONTINUOUSL. Y, REL OCA TED !✓HEN ANR AS NECESSARY ANTI SHALL BE CHECKER AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE Cf1£L'KED R(2UL ARE_ Y AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MUL CHES AS N£Cf SSARY TO Z7974IN A DENSE STAND OF GRASS 5 AL L DISTURBED AREAS NOT PA VED CR BUIL T UPON' ARE TO BE FERTIL IZED, SEEDED, 4NO MUL Cf/ES BY THE CONTRACTOR IN ACCORDANCE WITf,THE VW67INIA EROSION AND SL-Z),1W-NT CONTROL REGUL AT117NS <L ATEST EDITION 6. WHEN T.HE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERER WITH SOIL OR /1AS BEEN PUSHER INTO THE SOIL Sr CONSTPUCTION TRAFFIC, IT SHALL BE REPL ACED WITH A DEPTH OF STONE £©UAL TO THAT CF ORIGINAL APPL ICA 77CN 7, AL L DRAIN INL E,TS SHAL L BE PROTECTED FROM SIL TA TION, INEFf ZCTI Vf- PROT£CrION ICE VIC£ S SHALL BE IMMEDIXI TEL Y REPL ACED AND THE INL ET CLEANED FL U1/11N6 IS N©T AN ACCEPTABLE ,ME71qZZ0 OF CL EA,NING, g GRADE AREAS ADJACENT TC BUIL RING TO AC/1fEVEl67 AINAGE AWAY FROM THE STRLCIURE AND Tp PRFI/ENr PCNLM SWAI_ ES y PE-RMANENT OR T£MPpRARY SOIL STABIL IZATICN SHALL BE APPLIED Tp DENUDED AREAS WITHIN SE-VEN RAYS AFTER FINAL GRAD£ IS RL ACHF.z? ON ANY PORTION OF THE SITE TEMPCRA.RlK SOIL STABIL IZA TION SHAL L BE APPL IER WITHIN SEVEN DA YS TO DENUDED AREAS THAT MAY NOT B£ AT FINAL GRAIF BU''- Wfi_ L. REMAIN D IFWNT ONSISTURBED> FOR L OVGER THAN 30 SAYS PERMANE �'VT STABIL r'ZATION SHALL BE APPL I£D TG AREAS TNA T ARE TO BE- LEFT DORMANT FOR MORE THAN ONE YEAR, 10, DUPING CONSTRUCTION OF TM- - PROJECT, SOIL STOCKPIL £ S SHALL BE STABIL IZ4 L' pR PROTECTED WITH .SEI�TMENT i 4PPING MEASURES, ./I SE -DIME V l- BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIE-RS ANIJ OTHER ME-ASUR£S INTENDED TO TRAP SEDIMENT SHALL BE- CONSTRUCTED AS A FIRST STEP Iti' ANY L AND- M' rZJRBINfi- 4CTI VIT K AND SHAL L BE MADE FUNCTIONAL BEFORE UFSL OPE LAND DISTURBANCE TAKES PL ACE- I2. STABIL IZATICN MEASURES SHAL L BE APPL IED TC FARTHFN STRUCTURES SUCH AS DAMS, SI/<FS AND DIVERSIONS fIVIW ILIA TEL Y AF"TER INSTAL L A TION, A, UND£RGRZiUND UTILITY L INES SHAL L_ BE- INSTAL L ED IN ACCORDANCE !✓ITH THE FOL L OWlA6 STANDARDS IN ADSfTION TC OTHER APPL !CABLE CRITERIA- S Np MORE rHA.N' MO LINEAR FEET OF TRENCH MAY B - OPFNES AT ONE- TIME, C L XCA_ VA TED MA TEPIAL SHAL L BE PL ACED ON T//E- UPHIL L SIDE OF TiE'L NCHE S D EFFL UE NT FROM DEWA TERING OPERA TIONS SHAL L BE r frL TERED 39 PASSE-D AN APPROVED SESIMFNT TRAPPING DEVICE, OR BOTH, AND ArSG'HARGE ,0 IN A MANNF R THA r DOES N_OT AS V£RSEL Y .AFFECT FL OWING STREAMS OR OFF -SITE PROPERTY, n 1. ? WHERE CONSTRUCTION VEHICL £ ACCESS ROUTES 1NTERSSCT PA VED ,PURL_ 1'C RuADS, PROVISIONS ,SHAL L BE MADE TO MINIMIZE Tr1E. rRANSPQ4'T CF SEDIMENT BY VEHIC'UL AP TRACKING CNTC THE PA VER .SURFACE WHERE SEDIMENT IS TRANSPORTED ONTG' A PURL IC ROAD SURF ACE; THE ROAM SHAL L BE- CZ EALVED TNOR'OUGHL 1' AT THE £ ND OF EACH DAY, SEDIME VT SHAL. L BE �MOV£D FROM. Tf1E ,4'CADS BY SHOVEL ILVG CR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA, STREL-T WASHING SHAL L BE Al- L OWED ONLY Al' -TER SET'MENT IS REML"TV£D fN THIS MA.N,'VER, COORDINATE WITH THE CITY STREET DEPARTMENT. 14 ALL I£M,PORARY fR'OS,Z7A1 AND SEDIMENT CgA17ROL ME ASUR£S SHALL BE REMOVED WITHIN JV DAYS AFTER FINAL SIT£ STABIL IZATICN OR AFTER THE T£MPpf'ARY MEASURES ARE NZ7 L. ANGER NEEDED, UNL ESS CT17ER411SE 4071YORIZ£D BY THE L OCAL PROGRAM ADMINISTRATOR, TRAPPED SEDf1VZ'vT AND THE DISTURBED S171L AREAS RFSUL T146 l'PZ71V THE SUPOSITION OF TEMPORARY MEASURES SHALL BF 1'Z,9 iAN£NTL Y STABIL IZEED TO PRZ DW F URTH£R ERC.S'19W AND SEDIMENTATION, 15; AL L IWS7,,1P9ED AREAS NOT PA VE 2 OR BUIL T UPON' SHAL L BE SEEDED, MUL CHED AND FERTIL IZEp PE-P/ z7RM PL-RMANF/VT TOP 301E IL�G SEE IIING, L ANDSCAPING, FE-�PTi'L RING, AND MUL ChING AS' SOON AFTE R FINISH GRADING AS PpS:SIBL E. SEE�71 VG SHAL. L CL7YPL Y WITH THE FOL LOWING, A, TOPS' ,7 - A INCH M.jNIMIIM FL7 ' PF_ R,'V44£Nr TLIql- B. /"E."R;rIL IZER - 450 POUNDS PER ACRES OF FERTIL IZER CRF4l/It/AI_ ENT POUNDAGE 1JF Dlf f ERENT ANAL. r IS, WORK INTO SOIL RR r9,R 7- SEEDING. C L IME- (PERMA.LLENT SE -ZV4N > - AGRICUL TURAL L. IM£ SPREAD AT A RA TE TONS/ACRE: WORK INTO SOIL PRIOR TC SEEDING, Z' MUL CH -CHOPPED STRAW A 7- RATE OF P TONS PER ACRE AND TACKED IN PI_ ACE- HYDRO-MUL_ CH AT A RA T£ OF 30 BALES PER ACRZ-, E S£ED S 49" 46,28 755-� / % K <� l � S�IMER F'UiLff' MF1 6025 A ClPEs 1 / Cj SF � A PZ-RY✓T S1 All BE OBTA/NEO THROUGH THE S /NVTF EATL OIAL /OEFARTMENOEN//'ONM753 50 HFi'O(OEE0.) FOR 'O/NT/COZM O/L WA7Z-R 5EP4RA7-OR EXwwl— 'S'OIJTyEfr'N ST,q F/N/S,y F-,o TES L -- TOP BL DCA' WAi L / WI 406 ELEV. -= 764, 1 TO BE .REbloVEo 602, 49' / -- - X PROPOSED OIZI 4TE SEPARATOR f TOP = 750. 00 - - -14 CONCRETE TBjIrJ - >60 PAD 3 - N /L 1 -- 2 X sroRY CRATE X r' FLED' — 1759. 72 ^W r ' O I cc i LC/7 //(/'V NSr --44iQG'E�TA�Z r�B J f�'E��t/EO� 1 11-11' 1 � 6M � C. /; X /' STORM CRATE TOP = 760..7 �6� ! /NV = 759 4 ,cm - BU/L,a/ c, /7 N 42?' 22 ' 02 " W - 759 ,9 v -= 0 0 e \ II X -- TOP = 760.7 , /Nl/ = 758. 4 x. , 61 / CONCRETE RA \ / & CANOPY 762 522. /9 ' NO F. ALL SURFACE WATER SHALL BE O/1/E,qTEO A91AY 1c-R01V CONCRZ7Z- - PADS UNDER CANOPY-5 TO INS URZ- NO SURFACE- YYATER E-NTEf?S ORA/NAGS SYSTEM. 0 f� I ` I> T£MPD�PAR y - SE ---PING �j 1 - - RA T£ PL A TINf�'JA ?E SPECI �L BS / ACRE> 50/50 MIX Of ANA04Z A ?Z-&RASS (L ?L IUM MUL T7-FL ORUM> SO - 100 f & CE-REAL lWI £R> RYr <Sf CAL I- C REAL E> FFB. 16 APR 30 4AA&AL Rr£GRASS 60 - 10,E (L OL IUM MUL TI-FL SP01W GE:FIVAN MILLET 50 <lS ARIA ITAL ICA,, 62> PEF'MAMNT SZ-E-PING T OTAZ L 6S MINIMUM CARE LAWN PER ACRES C27MME?P67AL OR R- S OZ-Av IAL 200-250 L 9S'. ,<£iVTL'Ck'Y 31 Olt' TURf--TYF' TALL FESCUE .90-1001` IMPROVEI/ PL-RZ-,IVIVIAL RYE^ ASS 0-10% A'r1V7ACK'Y BLlrfGh'ASS 0-10% HIGH -MAINTENANCE LAWN M/P!rsfUM ,�F ;!TREE (3,) ;_'/P W F'L't- LS> VA PIETIES DF AL GfVIRG'N_� L B.S GENERAL SL OFE 011 OR L ESSl) kE=v"TUCk'Y X FESCUE RZ-,9 TOP GRASS S£ ASC7NAL NURSE Ch'G!P.x'ar c'0 L BS. 15D L gS' L OW-MAAVTENALVCE SL OPE (ST£ ER THAN �/> A' ENT6�! k'Y ,91 FESC(L 109 z BS Rf7/ TOP GRASS 2 L 9S SEASONAL NURSE-' Ck';;Pa:o, 20 L3S; CROWNI/ETCH+w ZW L_SS 150 L 9S USA SEASJVfiL C.k'L', : 4' 4CCA-.'04 Y- WITH SEEMING IIATFS AS ST4TL71 BE LAW MA.eD-1 APRI' THRL'UGH MAY 15th..... .- .......... .AMVUAL RYE MAY 16 th THROUGH AUGUST I5 th...................FOXTAIL MILLI i AUGUS.% 16 th LX 7Z7,Y£R..................:. AN1/UAZ. RYE NOVEMBFF 1/1R0001-1 FEARUARi' .............. WINTE.4 .4YL-- FL A TF'EA IS USED, INCREASE TO M L.9S. / ACRE- ALL LEGUME SE, "-p UST BE PROPERLY tLpCUL AT,"-J. WFFPIiVG L O!/FGRASS' MAY' AL SG b'E INCL UDED IN ANY SL OPE- OR LOW-.MAINTENANCF Mi`XT!/RE VURING WARMER SEE,7IN6 P6 ; IL2711 ADD W-20 L Y I' / ACRY PV yl-k E:S' V• No. CHECKED: REDATE DESCRIPTION o , _ _ __-----�--__ � COPPER, MARS, NICELY & ASSOCIATES SOUTHERN STATES f�EYIS/ON PER IiDOT �r , DRAWN: C. E. M., E.A - -- - -- ------ - — ---- -- kOJ E " 1' 10. >- 31-95 REYJS/ON PER CL/ENT S/TE Gh'.�D/r1/G ZIPos�oN —__— — --- _ _-- _-- __-- -- _- -- --- --- -------- vJo�A,Zs'S (o�O�H ON� 9 SURVEYORS ENGINEERS PLANNERS DESIGNED: LIC NSE No. S_CAL_E_:1041 SOUTH HIGH STREET CO—OP INC. HARRISOvBURG, vIRGINIA 2801 CONII-FOZ ��AN DATE7/27/�o95 TELEPHONE (540) 434-6365 - ENS CITY. ^' - hxf SHEET U