Loading...
HomeMy WebLinkAbout13-99 C.B. 's Corner (Dennis N. Thompson) - Revised - Opequon - Backfile (2)CCi z q 4" 2"f1 2„ Fi� rjj ya ` e 6" 1 q„ 18 t 5 ace Concrete to Class A3 it +A v � % „„ I A a v Min./ f + cast in place, Class AQ if;'% < < A r r Base A J (recast. ' ` ► + + y • i Surface ^ „ < • A ` � Subbase i c, r < c+t Base~ l S;1 FPTABLE ALTERNATE C .4 'd r 1 IF CURB IS EXTHJDED `rJ A Subbase • _., J ty Ilnr• _::,.. to n, ct \ f.Jte. Curb h. ing a radius of 300 ft..;r !e,s (along fa e of Curt,) sh;111 be conside'ek" �u,fscd j radial cur VariPs-_ at ('roper ttl t. rn, o. y Box 2" Saddle is - Stop upliog 2" Typ Copper 2" Ball Valy 6•' Stone Bedding Curb Stop w/ e# 2" Square Operat Water Main Z"C l.! LINE DETA lL . REPAVE TO 1-1 /2 TIMES ORIGINAL THICKNESS SAW CUT TO Bt MAIM AT 1 Ir 11 0I 1•1 A(11-11 N1 (ttip) I �� � I tin.D.. B ACKF ILL M AT'L AS Rl-U'D IlY VDOT f ERMIT (lull I �pth Crushed Stone 2 *1 come'e ro' STU5 ,o Jl'v/P ✓�' Yo/P S' CERT/F/CA TE A 42414 K CERTi,c/E'v GA/VO $ue✓EYoe, ,DO yE�f'EA6Y CEleT/ Y T.yAT TyE .�/E,E'EO/t/ / 5 //l/ 7,V6_ /✓.DIME OC- c<• -r �'- T�10,w,0SO•V AND / 5 •ALL OF .6 e-AIV17 _41,4C Q u/ RE,U 6,-- .y/iI e2iV Al o ✓EMBER 3 , / 98 2 /N DEED BOOS' SS 3 � P�)GE �19'f A RECOR 06 ,B Y C L 6-R ,< OF F,4� E-D 6-RIC/It COUNT X" V/RG/N/A - • - s ` �s DA V1 D M. FU/PS TE/VAU, G . 5. V / C //V/ T y / "= Zoo in order that t7pricebt( 7eme aint i,�with _. typical) the top of a cb substructure \ v�Atv/a - / p • Z Otherwise theown. No ad -� . \ 76� - - Dr1Y10 M_ RRST[NAU - UR RE/V T 0,k//1 9 DE�/1t//5 44, "T,c/p/V1p5Un/ justment in thfor a decrease r �j� \• /- V fCCORhEL7 tiol/ 3,/982 /n/ Og S53 �G 1i9V. _ or an increase V DOT - PAY_E M F N r R E l t AC F M E N f N0. 1/55 \` - 12,I ZzI 940 0• ZOA16 D B- Z NIfIP 86 - 4 - "7'4'eCEC / 2 TRENCH & tADDING UE___VW_ ' A ��, Z� Cq�� ,�Oa 5/TE ,gRE.9 1,035 ,4t',�ES W&S- { __ _ a SIJR\��' USC C�NVEN /E/VC/� \STCRC GFF�CE Cyc' SACES/k'E5//1E/t/CE/ ING I \ 12- 12•' -• �' •1/!% �� DOS OC 6.. min ; i i _► .,'_ 111 ( \ I iSi r <i�C ES /l'EP9/.� I Dv eclron of Setting to be ippr owed prior to Installation & •, °• tp Z .FCSA APPROVE --r • • I 0 0 �� L'G,V 1,ENi E N CE= S-r-lee HYDRANT �' ' e i l t"J %Ci%/l �7E O 10 . _ VARIES AS REO'D ---- — -- ' S g / 1— Q I 'J _ IORCP05C/,i A<67,''/L 5!�/,ICE 3238 ¢ Ib Q --- 36" MAX. / �0/ / .yaJ /�, ' G i G Concrete Pad Trench I J 48 70T.9� 'tc 1'-6" sq. x 6" Width as Z 2" min. - 6" max. Required / / 1 I \ r� PPo ✓/fJE 45 SP.f10ES 3 //A.✓O/ Cfl P f: DUCT/LE A'IAW 1101 BARE WIRE WRAPPED i� I' 40' �` AROUND VALV- BOX � &" D/AM• F/GLED / PLAN 41 X �' / \ d % - /� �C La90/ivy, SPACE W�Ccµ/C,«TE 10 GAUGE INSULATED n� / �i9 36" min. COPPER WIRE l�V P'? / \ NE t✓ /�AVEMEA/T T` RT 2' /c 11 c 7;e4,5As s,'�4c6 c SCREW TYPE I Q / / r 7 cu. "5 Stone % r 'S/� t• Z%% E. (�Ql +) U +� CRT, (�4 I) ADJUSTABAIEVAVLEBOX �� '�w �, �CIAl7Tg6T '1�7/ 5 //T/1/ Ty' PA'l0R TO �%/t/�CON57R1_1CT/ON R W I ♦` ----- � / I � Cra? �" C• R TYPE 2/-B J3.9SE ..,�'NE -7 I I STORY SHOP �� S (o ' RT, 2 % / -- _ Hydrant Tee x R � 3 •• TYPE � - 3 B/ T � �,-n/c�E7-E �, E,PG S /O�/ /' S / L TA T/ON CON T�POL. Tv ,g�= ,%oG .^9 C'ED (n, IZ. I l� O 2 " TYKE 5 -S (°/ T. c o,(/C. fTc` C CAI i — -- - r /F S•; _ ^ Co, L I/VO SC /1P/it/G / SC C �l✓lN� /✓CT Eau/cq7TYPE 3- 3 f�lT C�NC. seo�C To 3E to JGale Valve strapped 4, (a the Main 7Y E S T. C NC, i, A!/7.�0� Tr SN�QLG T. P �1 [ Ex l 5 Tin16 U/ ,f'c%vim ' 5AA/1� A 5 . Form Board as Req'd` —/ , /-- / �(� Qco I r • Note. All thread rod to be stainless G� ly .r _ ~, Tf/6 S/I/ViT/ QUT/✓'( rr /d'ALC 1A157 ee_ C/ 1, iATE,� /1,0 steel or tar coated. O c� -r- <. -f Oil:' \l� �t/fir I •E---- f / `•r MA l N c l/v E / 5� �//Ek S E V 1 C-6- TN/J T o�t/NEC T T EX / 5 / NG C / rvES PAvt NIENT. FIRE HYDRANT AS,,SF!1111- Y__D___F_f_A_I_l p CAR LOT \ MIW - 5 r b "� \ THE L OC4 T Otv F THE TA .q /v0 CUT7 7"E,E�M M� T off/ Rom/T �AC� I' N. (ti + OFFICE N N 12EPA\/E (\ CIF THE L A E .qC /5 To �3E �oo,e A1,4 TE,D w T// 7W F 14UT/�Op//455/ST�//t/7- It/G/ EEC, STREET IMPROVEMENT IST FLR I ` zo \ , �T a` RETAIL I N ^ :56C e& �'n/c"-S f1i To 13E CON5T 7ED !Al PAvEMENT DE151 6 N } I 2ND FLR STORAGE � z a\ NTS r 1 ( r7 P CCO ��n/ F w/TN i`NE �IcSE SANS• 7N'E SNAL� QS A l - — — - i " " = - z P. i /i0 T/CIV14 4 [. Y /i/IEET ACG �"Cr /RE 401 rS D� Tf/ F.Ic�ED�iP/C.0 1 - NrZ" TEE f ✓AcVC UA/TY 5 /(// T,CT T/ o�v ,Q� r /-/o wCT THY 3Y E-CSA FE,e 50NNEC. (: &I TLIE Con/ TR11C7-0R 5�,4L C eCOkO/�t/ff TE bt// Ty /-I/1/O .41i2iei4NGE o ��P'a� \ 3' MlN GOVErt CI! i P �.� >o FDl2 l/v SPE"C T/o�/ 17•; rp Phi WAT6-C6INC _ _ _ to I I ;r 3 I I. ALL CURB AND GUTTER, PAVEW-NT AND ENTRANCES HAVE BEEN INSTALLED EAIT,eA�iCE NO NEW ENTRANCES OR C - ---- ____—_ I CURB IS BEING PROPOSED BY THIS PLAN �,, pc/T �. • / \tat ( ,r U COj'� °. cP P 2. PARKING SPACES ARE BEING RESTRIPED TO ACCOMODATE NEW SHOP BUILDING �I � f2 off' ENT,E'� N CE ! ^ Q.1 �tsr ��.— - - - I -- - -- _ 2 ,5 c+� /tx � / 2 ' F� U 6 I �'uMP i -sCAn/D F " pQ' ; '� 7Bgo ' IXe� _ A �,, 13. NO NEW UTILITY CONNECTIONS ARE PR �c OPOSED AS PART OF THIS PLAN. / M ZNr FG��-k'E_,,Oc vfc Ss/ I..• 1. .:7he /jUrTbv,-r Ot T�1E' Ct/r•b Cl JTTI°r' / �/ p,0 (`F - - I / �.�n ti m 1 1p 23.E $ SlaPe /�rowdPd Q nr�,� ,rv.n dep�Gr o F Q, N. Dove h �_76.� �i rtaot' 20 /� y is - 2/. D, _ ` c: / n i — _ /2/moo 7 „ / 5 �'✓14 r v1 TQ r n Pc/ • / ��b k \ / ______ HC I — — —_ ;0 C, LL'MN ~ . 1 j t r11.t v 1 CoN�,t?Erz� To /3E I55 -�J /%- C45T 4. N " f! 2 COMB11V4T/on/ Celle,6 GurTE - �'(�-(o /// 1D4110Ej, 4000 P5/ /F F�t'E�ST, 4 % ( ( a(t3 K t� IoniB 4 --- - j-,_._ I i �1 3 ¢7'E ` � J� ptit/Nr Srr2�PlnIG � \ \ MNTC/N To ZO �Q max. Pv,M,rx p� ✓E MEN j 50,�'02 '4; 'Ft/ PA Vic MEN T t I \ TELE, 1500TIJ � ,j\ 1tu ( I F/ • � ( _ � , I �t OWNER /DEVELOPER : tl�1 1 I /o, oo" DENNIS N. THOMPSON 11 L S V CIO 6RFl✓Et, - �I _ -SSS'47 38 °yI/f k . ( f A,.� --- Xi.-rl�\�tJez='�R�t )!G 1 swn, 381 FAIRFAX PIKE ,f POST 0 3/.39 ° ;sue 7 8 CG Z �� ,cK` mP Ex•E.t'. �•� U/!,' STEPHENS CITY. VIRGINIA 22655 // 0 P/tVE/�JENNTT S /C- _ - -- - - ---(703-) _8_6_ 9-2414O oo:oa 0 META �2AssCG-!o A_ E gs-i eMp ✓e P,yvtrnfu( _,� pro 6,V7, 11VCE - ' �REVISED -- _ 66E/VD 70 — C / / S T/n/G C o// TOUk tgeoPOseo CONTOUR 6,4. 4 SPOT EL E ✓AT/on/ Pee,-05e0 DR/1 /•r/A66 r," Ov,/ 4,y+ FX/ST/lt/G SPOT EC E1l4T/c*V E /' nR o�0 5E,0 EDGE o� �A ✓EME�/ T �-pJ� To �E �PE�C ✓ED PL.4 V / iQEf//S/O/t/S: 350'+ \ 350+ 5/GNT D/57-AAlCE —\--Ls I �.3, \ ��ovfa/e sobw 4/31'Fo; k6t1/S.5 q5e STATE ;OM- R.eOI'E�PTl- OF p� " ` �-{���Ii .�� RE/ E,E'En/CE TO ,E'TE, &4 / - 350 \—� ME/vT5 - E,Vre'g1VCE5, P�9,PK/,YC,� 06AI ( IS /[ /. TROMPSO /�/ " w ! �/ �I V ,PEGPAoE, /✓O T4rlc 1/ 5, 411; ,l9v i�A R PO5TE0 35 M/'•N, 5PEE0 L/M/T \ 1 1999 • /ATE Z 7 % � \ _ _ ___ _-____ _ ------- _��-=----- /M /�K©v5MEN T Pk4F/ L E C G -Z / DEPT. OR6-Q l/a� 0/ S T/C'/CT FRED Ems"/C,C COUNTY ) ✓Pi�1M1�11 C�LOPMENT a >;> p > RIW V4,e/E'S _ _ . '/'shclll T.E, BOOTH 5tGN =T, E( DEC. 22, 1996 HC PAMPC-' vooe, \ s _ 1 Z8-oit7 ADL PRc�, F=tr2E Ny(�'-►i�T , r' - '" � • S. S Cp/E'/VE/� DATE: \ \ Elf' --- �-Is-9a.c��►�tENrs �`R >=�s�, FURSTENAU SURVEYING ><GAIE: , _,a• \ / 1RAk rv► C FN, KEN-rt 3,R VAkk'.�U CHAntaC nlorf 3, 1 j 11 SOUTH LOUDOUN STREET Dwa». sr: ) S-ZO-4o p6GEtE 0e7AlL,.PE✓,sc F.; �4°, F EY`'gv FN' comet WINCHESTER, VIRGINIA (540) 662-9323 6A/CC7' i 1!5 - � V_