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Home My WebLink About027-94 Minute Wok - Shawnee - Backfile■ RECONSTRUCTED PORTIONS OF ENTRANCE OH VDOT I -I W 5 H A LL GON515T OF 43" ZI-(3 3" BM -Z f 1.5" r,M Z A o� \� ASPHALT CONCRETE ENTIRE ENTRANCE SUIZFACE 1-7 To 13E OVER LAID WITH 1.5" SM- ZA o I r ASPHALT CONGtZETE . 1=x �v FIKE EX PAR I� IH G A V- EA fILD �- I HYDRANT 17 �LL 0 w u- 710 66 T.6. w tno r X. GUp-B ��-=- - -- _ - _ 11[ 3 EX. LIGHT POLE !� oc v z N i- I I- X W fl X F- r Q 4 M x Q 0 4Y r W tU b + Lu r ° L Q 4 LU I- �- _ LLI { ►� = a. � m � _O +1 O LLB 2 LIB IYl tr O o Lc O -r Q t✓ Q- m pU J -' �� O Q � � Q � W o f- 1 � L - ~ IV I x J L►1 •p }- _ 3 v ul X � tli 0 4 Z + < tl�i �o X x h- w LW 3 Q L E V. = 708. 03 �- EX IGA97 -- --- ,-� EX COHC 51GN BASE i UN VENT PIP E x WI� I (T�66 KEMOVED --- i rr�- y `'- 0�_ EX ?OLE �� 70'7.127.C. I '70� ^\ LANTINs GEN E KA L NOTES LEYLAHD COgU5 TAX MAP = 64 A- ((4)) - 4 o 9EVELOP(-4EN7 AREA • 30, 000 56t.FT. (0.68-) AC.) D.I. SUGAR MAPLE ZONED �. B-Z FX -? �L-1 0 EX.4 PZOP. USAGE = KESTAUV-A HT WHITE PINE EX. BUILDING AIZEA = 3010 56t. FT. EX.5U(L-VIHG TO IZEMAIH = 767Z SQ. FT. --70P6 1Z 8 MOTE L VIIZGIHIA LODGING PG,. 130z ZONED: 13- Z U5E'. MOTEL H 330 00' 00 " E - S 330 00' 00" W FI1z5-T AMEP-IGAN BANK OF VA D. 13. -¢z0, PC'. 65� LISE 5 A H K fm151ZAPFORD PEAR PfZOP. ADDITIONAL AIZEA = 12(;5 SQ. FT. EIZ0510H ANr) `5EDIMENT GONTKOL NOTES GOMPLETEr7 BUILDING A1Zf.A- 3')35 SQ.FT. SETBACKS FRONT= 50' C771PE4I-EA1Z= H0HI- ANDORIZA JLIN!PE{Z F.A.Q. 3,0)35= 30, 000 = 0. 13 CITY OF WINCHE5TEV- �o i� T E m� Ilk (� S ti o Q- 4- UTF -N ke oa M,DO�E VICINITY MAP SCALE I" = Z00 0 NO It' Al'y 0R EA5 E M E HT5 FO U N D L EGEND tl PROP. BUILDING AVPITf0N ----708----- EX. CONTOUV- PROP. COHTOUPZ 707. 72. E X. SPOT G2A D E + 707. 72 PROP 5VOT G(ZADE E. P. EDGE OF PA VEME HT D. 1. DROP iH LET 51L7 F E H 0 E I'(Z0POSEI? PAVEMENT 6"- ZI A BASE V - 5M Z-A ASPHALT GE 00HSTfZUGTI0H EN7ZANGE i. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK Zrid EDITION, 1980. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED AS A FIRST STEP IN GRADING. 3. ALL DISTURBED AREAS NOT PROPOSED FOR PAVING, SHALL BE REVEGETATED AS SOON AS POSSIBLE AFTER GRADING. 4. STONE BASE FOR PAVED AREAS SHALL BE PLACED AS SOON AS GRADING HAS BEEN COMPLETED. 5. AT THE END OF EACH WORKING DAY, ALL SEDIMENT CONTROL PRACTICES AND DEVICES SHALL BE INSPECTED AND LEFT IN OPERATIONAL CONDITION. b. SEDIMENT BARRIERS AND ACCUMULATED SILT TO BE REMOVED AFTER DISTURBED AREA IS REVEGETATED OR STABILIZED. SE6WENGE OF CPH57TV,'UGT 10 N 1. CLEAR AND GRUB FOR SEDIMENT AND EROSION CONTROL MEASURES OR DEVICES ONLY. 2. INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES AND DEVICES 3. STABILIZE ALL SEDIMENT CONTROL MEASURES 4. GRADE PROPOSED SITE AND BEGIN CONSTRUCTION 5. ACCUMULATED SEDIMENT FROM SEDIMENT CONTROL DEVICES MAY BE USED ON THE SITE FOR BACKFILLING AS DIRECTED BY THE SUPERVISOR 6. UPON STABILIZATION OF THE SITE, REMOVE SEDIMENT CONTROL MEASURES AND STABILIZE THOSE AREAS DISTURBED BY THIS PROCESS 300. 001 300. 00' LANDS GAPING PEtZIMETER = I TREE PER 4-0 FT. 415 FT. -1 4 0 = 10. 3B OR 10 7KE E 5 IZ6QUIKE0 to TREES' PIZOVI PEP INTERIOR = I TIZE E FER (0 S PA 0E5 40= 10= 4-fIZEEy REaUIKEP 9 TIzEES PR0 V I D E p FAI-K IN G GAL6L' 1_AT10 his 30)35 `iG- F`T. (FE5TAU RAHT) @ 1 SPADE PER 100 SQ. FT = 30). 35 OR -+0 REQUleED 40 "/PAGES FK0VIDED 5TORM WATER A14AL' C715 09 51-TE PREDEV�;LOPED CONDITIONS FROM REAR OF EXIS !NG $UILDING TO REAR PRJPEIZ( LIN F . A= 0 4- A' G = 0.35 '110 = 7. Z 7 .t h AA Q i o- 1. 0 Z cr9 p05T DEVELOPMENT ( 5 A M E AREA A= 0. 74- Al 0 I6 C,= 0 °) C: 0. 35 .t Io 77 4- !o 7.77 0 10 l 57 a 10 s 0.40 TOT^.L P05T DE�/� L. QIO I.°)-7 cis . 0Z Cf5 U.`l', Cj 5 INCREASE FLOW TO PROP D.I. 3- A A = 0. 6 O) A G . G= 0.85 0 -7 7-7 Q to 4 7- (0 cf5 USE I G M P@ 7_ °fo (AP. 4 5 CC'; VEL = 3 (f+. (Scc. Hwl p I. OS Ej,NAL SITE • PR LAN - '� �16!' NIY4� nAT J& 441 101 ,E!'r ,6 , 0 :4 " o fEE:: 6 - Ater- Wl*tkf 6 &fmt4O mww p R1oWTff r V Atarw.'*#A%'43~ /144WO 1! i I ItLJIi 0' N S17 AG E \� IS`/� tZEQU II�ED \\ 0.15 X 30, 000 = 4,500 176Z. FT. �\ KEGILIIRE P 11 5 i,)5 SQ.FT. FF-0VIPED C 117.3�%°) I! DATE REV1ci!0ti eq-6-194 7A xV IHG a)-Z6-O>¢ PLANNING REVI51045 10-4--l')4 PLANNING REVIS 10 N5 10 IZ °J4 VDOT COMMENTS o H. SAL CE WEN6 NO. OW t 62-0 le 4 T-- !'. arlov-0, i1 ff IMF' �\ I 6 ` OWNEW. M0 YAM L.I W A H GHAH P. 0. BOX 3731 WINGHE5TE12, VA. ZZ604 (703) 7ZZ - Z 1 7 1 17EVEL017EIz COH5T9UGT10N MANAGEMENT 69 MGGEE ROAD WINCHESTE2 VIfZG(NIA ZZ(603 (703) 665- 060)3 RIH 4P1 6NIS RA TOR E 0 10 ZO 30 SCAL+= 1� FEET 5L'fe -Plan FOtZ MIWUTE WOK 5 H A IN H L E D I ST R I CT FRE0EIZIGK COUNT'(, VIKGIFI(A CA LE I ' = 10' A U GUST 11, 1')0)+ GREENIWAY , INC. 970 BAKER LANE WINCHESTER, VIRGINIA 22603 (703) 662-41E35 H. BkUCE EDE:NS, L.S. a t-- z u, IJ ry u` w a N rl rL Lb Z O N SHt,ET I OF I CENiiA*b PV AV 06tV ^*"%0 �ti4tAr0 AiF.:� �� AUrEb A0A'r.'E/rf i',�T',wNifS _' I II' � 1 + ff►i ANT �iUPE IZ 8 MOTE l� I i / \ V-tIiI.FsJTi:NIIk',�['t'/qs REGONSTI2UGTED PORTIOrIS OF ENTRANCE V I IZG IN IA L017GIN ON UnOT Zl W 9 His LL CONSIST OF t7. F3. (o4f , PG. 80 Z ZI B 3" I3M Z r-,M Z A ASPHALT GONGRETE. �( N EHTIFzE EHTF-AHGE '5UF-FACZONED: F3 ZE Irj To •�� A~ - _0 3E OVER LAID WITH ZA U5E MOTI-I. ASPHALT CONCRETE i fr I 1 -PIKEFx i ! J L__� E X P A F,IC I N G A IZ E A `-- I II~ -j I HYPKAHTLu 1 �L III� °iw 710."T.G. ri fW mo �,- EX. GUf`B -- �� IZ3 EX LIGHT POLE �I N_ w'�x Lu � EX. WATE2 METERS p E - GKA7 �U' LA A K E A Q 0 flC I ° u, �- LU I- z ° Q E �' �„ N < w �a % 0 Lu ,:3 D p `/ S i G E �\ 10-7 4,. ) ��• � m � -- '� � o� Q �i � Q � w U I1L p D O F +1 W la x M LIB V\ O O Z+ m0� Q o + -70-7 _ SCRAP (TYP. ::3 Q O . (Z5 EX. SIGNS m d1 0 F- LU U -707.'ZO ll` Lu O OP. D.1 -3A, L=Z.5 ` N x ui P 0 P 15 " FZG F Z 0/0 �" cr O 0 ,u` ) 00 0 4- =p O (TYP.) zZ t,: v " I Lb Lr\ m x xr U3 3 -z I. flC •7 U r w ,n r 2 m =a r o ELEV. = 708. 03 EX. GA9 I o'-VENT PIPE 01 � EX. GONG SIGN BA9E i � x vI (To 66 REMOVED)i EX . E P-- -- - - -- - - -- w{I r_ 0- EX POLE !� T0-�.IZ7.C. N i -107 r LA14TIHGS 6EH E IF -A L P OT ES J � / LEYLAHD CYPRUS 1 AX MAP A 4 o DEVE LOPKXEN T ARE A - 30, 000 5a.FT. ( 0.6B-) AC.) F.X P.1. � SUGAF? MAPLE ZONED. 8-Z L -i EX . ti PROP. USAG E = K E 5 7 A U F-A N T WHITE PINE EX. BUILD IN G ACEA = 3010 50. FT. EX. BIJILDIN G TO KEMAIH = Z 67Z SQ. FT. H 330 00' 00 " E - 5 330 00' 00" W FIRST AMEFZIGAi D A H K OF VA D. F3 . -4 Z 0 , P G . (a 5'0 ZON9P'. 13-Z Lt'7E: F3AHK BF-ADFORD PEArZ PROP. ADDITIONAL AZEA = IZG3 SQ. FT ER0510H AHn c,EPIMEHT CONTROL HOTE5 GOMPLt7It: BUILDING AREA = 31)3�i SQ. FT. - - SETBACK9 rRONT= 50, '51DE4 tZEAIZ = NONE AkPOIZIZA JUNIPER F.A IZ. 3. 35= 30, 000 = 0. 13 CITY OF40 WINGHESTEZ ON ="3 SITE ro J ti °v 4( S ti'/ooTo r t VIGI H IY MAP SCALE : 11'=7000' NO FZ(W'17 OR EA5EMENT5 FOUND LEGEHP pR0fl. BUILDING ADDI-TION -- - - -708 - - - -- EX. CONTOUfZ PROP. CO H TO U IZ 707.7Z EX. SPOT G12AP E + -7 0-7. 72 PROP 5POT GIZADE E.P. EDGE OF PAVEMENT D. i. DROP IH LET X X X SaJF SILT F E H 6 E F P 0 F 0 S E 0 PAVEMENT (o ZI A BA-E Z" - 5M Z-A A57VHA LT GE_ GON5TV- UGT10A E H T V A NG E I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 2rrd EDITION, 1980. 2. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED AS A FIRST STEP IN GRADING. 3. ALL DISTURBED AREAS NOT PROPOSED FOR PAVING, SHALL BE REVEGETATED AS SOON AS POSSIBLE AFTER GRADING. 4. STONE 13ASF FOR PAVED AREAS SHALL BE PLACED AS SOON AS GRADING HAS BEEN COMPLETED. 5. AT THE END OF EACH WORKING DAY, ALL SEDIMENT CONTROL PRACTICES AND DEVICES SHALL BE INSPECTED AND LEFT IN OPERATIONAL CONDITION. b. SEDIMENT BARRIERS AND ACCUMULATED SILT TO BE REMOVED AFTER DISTURBED AREA IS REVEGETATED OR STABILIZED. 5EQUEHC,E OF CoHSTZIJCT IO M 1. CLEAR AND GRUB FOR SEDIMENT AND EROSION CONTROL MEASURES OR DEVICES ONLY. 2. INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES AND DEVICES 3. STABILIZE ALL SEDIMENT CONTROL MEASURES 4. GRADE PROPOSED SITE. AND BEGIN CONSTRUCTION 5. ACCUMULATED SEDIMENT FROM SEDIMENT CONTROL DEVICES ,MAY BE USED ON THE SITE FOR BACKFILLING AS DIRECTED BY THE SUPERVISOR 6. UPON STABILIZATION OF THE SITE, REMOVE SEDIMENT CONTROL MEASURES AND STABILIZE THOSE AREAS DISTURBED BY THIS PROCESS 300. 001 LANDSCAPING PE RIMETE1Z = I TREE PER 40 FT. 415 FT. -= -4 = 10.3a 0FL107<zEE5 tZLQu I KE D 10 TtZE Er PROVI D E C) IHTEIZIOIZ = 17RE E FEV, 10 5 PA 0 E 5 40= 10= 4-TfZEES RZE0UIKED ,' TIZEES PROVIDED FAV.KING GAL60I-ATIOA`7 3-�35 `7a. FT. (K65TAU;ZAN7) @ 1 SPACE PER 100 SQ. FT = 3'�. 35 OR 40 IZEQUIQED -+0 clFACE5 f KO VI DEt7 STORM WATE IZ ANA L'(SIS 09 51T E PREDEV I-OPED CONDITIONS FROM REAIZ OF EXIS"ING-I3UILDIHG TO REAR PRJPEIZ'( L IN F. . A= 0 4- A' G = 0. 3 5 ~I9 = 7. Z7 0 I O 1 0 Z Cr9 POST 12EVEL0FMEHT 5A tit E A R' E A A= 0.74- A= 0 16 C= 0. 3 5 .� 10 ' - Z 7 �. 10 ' 7 Z 7 0 10 : l 57 Q io 0'+0 TOT^.L P05T DEV(-7L Gt10 -7 cFs - t . OZ Cf5 0.1)5 Gf5 INCREASE FLOW 10 PROF V.I. 3- A A = 0. 617) A G. G -7 Z 7 Gt 10 = 4 ZG cFs USE Imo" GMP@ f AP. - 4 5 CC; VEL = 3 (o f+ H W' D I. 09 FINAL SITL PL!-1i, APPR WED DA7 O IS 0'E H Sn AG C- V- C Q U It2ED 0.15 x 30, 000 _ 4,500 �7a, FT. �\ P-EOUIKE D `` 5 I0)5 S0, FT. t'KO VI D ED ( 1-7. 3'/°� I I DATE 2EV1c7i0 { o)-(g-a)4 PA r-V I H & 'I-Zb-'24 PLANNING REVISI045 IO-4--0)4- PLANMiHG REVISIONS O-IZ-0)4 VDOT COMMENTS V H.SRUCEEDENS iP NO. Owl 62-0 �� s�r�-4* J .s 0 v 6 0 W H EIZ MO YAM i LI W A H GHAH P. 0. BOX 3731 wINCHE5TEIZ, VA. zz604 (703) 7Z7-- Z171 17EyEL0PEIZ GOH5T9UGT10H MANAGEMENT 88 MGGEE ROAD W INCH ESTE IZ yl RGINt A -ZZGO3 (703) 6(05- 061)3 A v L � Q ZOHiNG A II RAT02 IF TIE y _ v" 10 Z 0 15 0 SGAI..r It{ FeET t7 c to VAx F0►Z MINUTE V40K 5 H A W H EE DIc7TFZICT FFZE1)EtZIGK COUNT'(, VIRGINIA GA LE . i ' = 10' A U GUST It, 1-)94 GREENWAY . INC. 970 bAKER LANE WINCHESTER, VIRGINIA 22603 (703) bb2-4185 H. bkUCE EDENS, L.S. 6,HuFT I OF I LA 0 r FIRE HYDRANT Lu aL 710.66 7.G� O UJ 0 Z ~ k. mt 01 _ = m o � Q r 1 � Q O I` Lu m w 'w L, " V U v I ac x - l1I (- W 3 7 � W k r I o U3 v O 4- o + li r- C C�J Lfl z � _ I,. bd �1 of v ,n3 x u, �M LD 4 x x 1- LL Lb 3 EX. P A R I,(- l H G A R E A 0-- EX. LIGHT POLE "— F X. co U 2 B -EZ-E� -7� —� EX G A 5 T C � - Ek GONC SIGN BASE i t1� VENT PIPE 70855 v (To sr, REMOVED)i - — EX E P i _ _ 700) - - - - - �- EX POLE 70�.127.C. N i 707 �! U r 0 r M1 EX D I LJ a CITY OF �� WINGHE5TEV- �jITE J 1a� U s _ N _ aP lie, 1 , C B4 R� r VIGI N IT`( MAP SCALE I"=Z000' LEGEND p120P BUILDING AVDIT(0H -- -- 700 - - - -- EX. COHTOUiZ- PROP. GO H TO U R 707 7Z E X. SPOT GRA D E + 70-7 72 PROP SPOT GfZADE E.P EDGE OF PAVEMENT D. 1. DROP IN LET x x x�F SILT FEHGE PROPOSED PAVEMENT l 6"- ZI A BA9E Z" - 5M Z-A ASPHA LT GE CON-7TVUC,T10H ENTIZANGE �iUPE cZ 8 MOTE L. N 330 oo' oo " E - 300. 001 U / T.. 6. / _ 7'0 '-----iii --- ----' /_-----7IZ-----/ T13-----��i4------- -- S 330 00' 00" W - 300 00' 1116 4Z PARKING 5PAC E5 PROVIDED F I IZ S T U N I O N B A N K ,I �\ EK0510H AHP SEDIMENT CONTROL NOTES 1. ALL WORE; SHALL BE DUNE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK Znd EDITION, 1980. 2. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED AS A FIRST STEP IN GRADING. 3. ALL DISTURBED AREAS NOT PROPOSED FOR PAVING, SHALL BE REVEGETATED AS SOON AS POSSIBLE AFTER GRADING. 4. STONE BASE: FOR PAVED AREAS SHALL BE PLACED AS SOON AS GRADING HAS BEEN COMPLETED. 5. AT THE END OF EACH WORKING DAY, ALL SEDIMENT CONTROL PRACTICES AND DEVICES SHALL BE INSPECTED AND LEFT IN OPERATIONAL CONDITION. b. SEDIMEN'T BARRIERS AND ACCUMULATED SILT TO BE REMOVED AFTER DISTURBED AREA IS REVEGETATED OR STABILIZED. 5E6tuENGE OF CoNSTRUGT (0 H 1. CLEAR AND GRUB FOR SEDIMENT AND EROSION CONTROL MEASURES OR DEVICES ONLY. 2. INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES AND DEVICES 3. STABILIZE ALL SEDIMENT CONTROL MEASURES 4. GRADE PROPOSED SITE AND BEGIN CONSTRUCTION 5. ACCUMULATED SEDIMENT FROM SEDIMENT CONTROL DEVICES MAY BE USED ON THL SITE FOR BACKFILLING AS DIRECTED BY THE SUPERVISOR b. UPON STABILIZATION OF THE SITE, REMOVE SEDIMENT CONTROL. MEASURES AND STABILIZE THOSE AREAS DISTURBED BY 'PHIS PROCESS STORM WATER AHAL''S19 ON 51-TE PREDEVEI.OPED CORP171OH5 F►ZOM REAR OF EXISTING BUILDING TO REAR PROPEIZ-( L I N E A= 0, 4- AC. C = 0. 3 A10 '7 Z7 '4AA al0 1.0Z or" POST DEVELOPMENT (SAME AREA) A= 0. 79- A= 0. I6 G= 0.11) C = 0 35 10 = 7. Z7 it 10 7. Z7 Q 10 = (.57 0 10 = 0.+0 TOTAL P05T DEV&L. QIO = (.0)7 c I.OZCfS FLOW 70 PROP. D.1. 3- A A = 0. (o °) A G . G= O.SS �10 -7.Z7 R to U5E 15" GMP@ Z'�o GA P. - 4. 5 C E5 VEL. = 3.6 >r+ /5cG. HWJ p = I. OS 0.')5 Ct5 INCREASE PAT E 2 E VIei(O ti mane approwt br Frederick dun public worm Dgi�t H. BNJc EDEMS ho. o001619-H O 10 ZO 30 SCALE I FEET birtor of Public v#OXM O ., iafS� .. Date _ • • ' .� ' . ' ... �.':a•`.�3 jute 'r(q-kt F U IL MlHUTE w0K 5 H A W H EE D15TRIGT FREDEIZIGK COUNT'(, V I K G I H IA SGA ILE I" = 10 A U GUST It GREENWAY . INC. 970 BAKER LANE WINCHESTER, VIRGINIA 22603 (703) bb2-4185 H. BkUCE EDENS, L.S. SHuET 1 OF I