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HomeMy WebLinkAbout033-96 Lease Bldg No. 3 - Phase II - Stonewall - Backfile (2)I S4- ((A )) - _3 C7 p op•--r G o L L I E Fz G IzoU PL_ . G �• IF, . 76,6o PG . 73 "Z o N 1= t,4 - U S E : MANUr. 54 - (( A -3 b A q-, 6o-97 Act2E5- 12EMAINING F o (< T Got- L_ I E D G Ft- O U P I-- . G. / zo N E ; ri- { 15' SHEN GAS ESMT / U5E VACANT MH 108 D / 15' SHEN GAS ESMT TOP U / IJ ! G 1 OUT 667.72 / INV. co a f- E X. 12 "GAS L IN f!L_ Ex. S" G.V. - ---- -- - W ,,,,/ w - �i ,�y - - - - - - ----- _--- / PIK I WATER LINE w------------(�-„ri 20' SEWER ESMT ✓=X EP ' - Ex . EP rF�P. 4'x B'�iIGN \ \ 0j XOO� r > w EX WATER LINE F� p \� CC" P/ V\/ SIGHT DISTANCEH 3-30" R V I 1_7 FX. EP PoSTEr� SpEEf� LIMIT 35 M.P.H. Sod �-DUT� l3Za c-x . EP 350'. z - END PX. WAT - / EXTEND 30" PIPES TO - J - EFZ LINE �- --� ALLOW FOR GRADING. Q -- - - - - - - - - - - - - =--------------------------- i ------ I_GUF�aoPEw- - _ MITER PIPE ENDS. N _ _3`4 6 6 2.83 RIP -RAP ON SLOPE y - - - - --_ -- - - - - - - s - _ _-------------- -_- - - - \ - - - - - - - - - - -- 8" WATE(2 I-11+1E iNV = 67Z.77 I , FOR STABILIZATION. -1 EX.zo' C7F�tINAGr= E�iM'-T--------------- __-_- _---------- F3 SEWERoi7u6 GOI.� \--------� -- '-_�.^----- /-- �------�--�. ----- __ ��- � �o_ \\.al'�-. ��•�`E.P � #k��1 � -NA6E E5M'T. - - _ - - \ / Z 61,4 FAA Iz K I 5 TBA � Ky _ - -_ \ \ M"PO-UPNTABLE �iP' ARNo. P�iEWE � +, a '4. \\ ` • 30" P-GP � \\ � a i �7 o . -7 7o 1�F­P.VAI-V- WATE{e--LINE \VALVE \ ��� MANHOLE p - -� / t3ECNG15TlGTIatJ ��- I �A�iEMENT \--------�--- ----- `\ 41 p11oP. Zo'_ , Ic'J..G t?. \ / INV.= &77_.Ig To FzTE . 7 s� t3 iZool" E tz oA D m �E��T�. 0 N rni 8�c TF zg FzoA C:> GoL-LIEiZ 13 ZZ BAKEFz• l-ANE F�--T t= . ► Z o 0 FoIz_T" G d 1__ I-- I e 12 INt7U5TRIAL IAA K. I< VIMA P SG A t- E: I " = l Oo 0 - / / g n P _ E - AG4'` E 5 p-oA Gt�-A O(\EL� '�• �•Z ' "� ,� %5 F3 R L tV w - Ptztor'i-8't (�Vb TEtz I GEd�I EF;FA [- NoTE9 + / ` _ �----- 3� be-3 `� , ,-. , ` 5' TO F� (WATER ESMT) I. ToTAI_ MITE AFz- A 16-> ACFzES• ( 1ioU-TH GANEF-N Pot�TIc-N �t (off +7Z-= / + P.4c� \ \ Z. TAX MAP5-} -((,s )) 3(oA (T-TA ) AFA - 1Z4. Z58 ACP-ES EL=685.30 / t _ �`�� �, / / , �.'' 2{S���NC7 A� _ _ X Ex 7� WATEFzL(N E EStv(' T, 3 TOTAL 1�I5TURESEI� .AREA / 8 TES // 8x�o TEFL I./ / _F-A!` (oe4 \ cj POLE 4. ToTAI_ WctanLANbS = (0.04 AGIzES 1-1 / / / / / / t3. �. a �i . t� t 5 TU F7-e- E p 1.43 / + + E L 6 9 � �10 s P I'+nP. 4' r't 1-4 C . F� s \ I z o N E t� NA - I . 3 / I 60 . GONG. WA K r (� z / /� EL=686.90 --- EL=688.60 I I+^I 5'x Gow6.pA �. '* 7. F.4.F2. `\ \�-- - I + - 1I_AMPo l / GU{z�/E I DATA AL-L-owEC> 4-I� go-7. -�6 = 0.13 Fr�oPosEP F�Tto f3f85 MA�J OD �iHC:E F \ \ I I O (00, 337. 5 , / I % I M. 1-i. IOgG �. LOADING �AGE G.ilGLII-�1TIoN /W / /45a6r=ND I ti e PF=o zoP Sy I I A -100,1.51 oI2 z SPAe i R t1t „ v � I I . 5�7' WAF�HOUSE I PAGE pEl2 y-O, 000 SGz . F-j-. Z \ rp-op. r PVG I l / / OFFICE m� s EP- ff4mt r• I oo E EG2 F2eD , / / PP-oF-. AREA I I IZ Z S . W v / // ( / / PANAtJ A N I-4 6-Z.FT. J p oP. I I ►.t�/. I N = ���o. 7z Iv SP.acEg P RoVI De r� z•4 I I INV.oUT= ��G.SZ GH = M 4�' 40'�(-7" E �. 13t..Jll-bING (,IriAG�- Af�-E-A�i ' fl PVG ( 3 Zl.op' (MA( BE REVISEC7 AT TIMe OF FINAL 517E PLAN) w _ \ \ I I / N ACfl` r wATErz 1, U / - - I £ - I INCnIsTr-IAL- / WAFeEHoC.1SE _ (oo, 337. S Giez . t- I. > + / pFto P. Zo W A TE F -- - -i- +" \ �- -P / - // _J ftlE ESMT, I ` �1 Y J 4 \/ S `iEtht EX15T1NG o r I F=FIGE I, 43 5 54 . FT. U Z - -/ I I \ \ P ao I / W E =686.9-G -- / WA LINE I ( Dr2AINAGE r ( I P-15-M' ° w^,/ GctFZ VE OZ PA _TA lo. LANC>S�+4PE� AFZeA a.7o A�rZES w ) - , _ - I �-- a. 7ox (o� o ANAL SITE PLAN` - Z / I -- - - - n l�Vri j Eis -- A - , I Z. �} 10, �4-% = %�%. S /o / / / 1 lip �(Of 71 1P R ED ATE-­.0­/z1/­"4�' WA "e IWATEF� (; P�� N�. F=IF2r i .s R -= �O. o0 11. No OUTDUDFZ 5ToF�4GE F25�V GE tL fl / ---- 3 o Cl�-d11I^ -- ----- EvxvEt�l EAr� I _ I � � H- N 3� ,, `�� � PowEtz LINE ��. 7z-- EL- 684.80 F E LU / / I I �8� I i) I CtlrrL►w lKUS!ON nl.L► bk.U1MaLN.T CONTkOL NOTks I _ HYI7PAt`I I I ` l / l) 1I II e)4- (� A �) _ 7j {o ES 1: UNess otherw;�,c tndtcatco, all vedctatjvc aril structural el � ;, . d f1J / AoiSEME _Y � , sediment cc. trot racttcrs will be constructed and lttarnuuncJ L 1 Ig I I I I' E L A NC7SGA PI N G GA L G U L A T I oN S to nuruwum �GulJards a.te lr:cat,rrn., of Uve \'.,•z,n. Lros, �nC Z / I I I I 5f-13= � F FtFLE ` N \/IwHEPASTA -4e-- _ "Ll,n- mow,_ 't-, I1 kj.� a Virginia kcjkulwuru Vk Iv O Q / r7 -� 1 I I_ -- J ' � / H`lPF�.NT !y I w I N �H E s TE rz_ 1 t..l G . � t,mcn / ^ 'rxG11 H`(D. __ broslon and Sediment Control kcgulauons. EL=686.7 I / TEE AL _ �\ A7-5eM l r~'` I I W I \ D.es eze, PG. I�z7 F'EizIMETEt2 I TFZEE�4o'PAFzK1NG / _ o / / ��g2 .-� f., I I f \- Po E PEF�-t METE 12- ES-2: •I-hc plan appruva,,e euthurtty must be nuulted one week prior to UK ;rrc. + - I. 4 o N I Q I \ ZONE N�f I construction conference, one week prior to the wmmertcemetu of 1ru,J J \ \ \ EL- 6 83. 00 / / V9I I I I LI E N.t A N U F Z Z 3 - 40 = 5 . 5 7 o R- 6, TFZe E S disturbing 4,t,vtry, and one week prlor td the final tnspcs UU& ES-3: All erosion and ,cJimcnt control nncasures arc to be laced prior w or as I'F2oP •' vvAF� EE HOUS rE � _ the first step to clearing. � I I ' 11.1TEFzioR :: I THEE to SPAG-ES' V Io = I. 1 oF�- I TR E>< PY PYruved erosion and scJ,mcnt control t" \ loci 33 7. S SQ. FT. tZ I I _ ES4: A co of tr,c a p �� � �t \ f/ i O mauttuned on the site at all times. w T F Fzvp r 8' t7tIMPSTEFL I \ I �j I I X To L TIC E 5 �E dzu I RE D= -7 T Fr-E E S 1 1 ES-5: Prior to coaimenctn land duturbtn� acuv,uea to Arco ou.er ut.u, I W �\ _ Z + EL=684.90 \ ( E DETAIL- SHT ZoF Z1 1 - -fir 'TOTAL_ 7PLeF=5 PF�ovF�E D = -7 T F�-EE S tnJtcatcJ tin ;nese pl uLi (tnclud,n�; tltu6r�ut trrruteJ lu. ott•srtc Owrwr ur _ / wale arcasl. the cuotrsctor shall sa,t#+tapt o yµtlVlcmetrtar� er{suv<r, wrurw O \ H E I GN T = 32 ' \ I - ' Z� ' SE t�vEFZ 1=5r.�r' T, lan to trlc o-ner for review arki appttsval try true plan opprovut� a vwt,ir ' nW EL 85.60 �n + \ \ \ �" CON G T F I I I \ (D DENOTES FP vf-. I EA . F�-E D MAPLE P QI I ES-0. The wntracwr is rcslwrtarble for lrut.J'w11on of art 6#jjll eruarurn EL=685.4 r + �\ e�\\ 1. _ \\ 17EFJ©TES PF'aP. 5EA. AFZ �R p y / - -' control tned,,,res nece to revcnt crwrun artJ ac.t.ntcn,.t,uc as (-�1T/' I detertnrnec 0, the Ian Approving P PP g autnunp. 30' �iAN ITAF--Y ES- All duturbta areas arc to drain to a' roved .cat rn j)l ,,,tr f d I I O l7ENdTES I EA . RED Bu f� Z C= 6 8 6.5 0 , , � _ _ _ _ - � > 1",v.+,� -ti<t�o K. '„;\ � i m I I M H � 0 8 B se wt=1z- f.N c> t�v u � rt�e.�,,,:r� tit _ 1' I all times dvr,np IanJ J,sturbtng acuv,tres .uW Jurtng use ucvelu,prrcnt unw I I - - - - -- , / / - -m f-IGH-L.30.5, I I 1 I TOP-,76.0 wATe12LI N E ESMT . final stab,itiat:un is achtevW. g�i - CTiP.) - 1 S CJ B. -775PG. IZoG I IN-665.5 (WEST) PA tZKI NG G,A1�ULATIoN5 ES-6: During dxw�r,ng operattons, water will be pumped into an apr.ovoJ fLIIN ^665.5� (SOUTH) - 0 ( ES 9: The eonu60v* sha11 tits U T- 6 6 5. 3 2 o P F I G E . ]-1-3 5 S6 . FTI PE P- Nttct all croswn cur,uoi RMasdre) Ixf&au , ) rust V - - - - - \ \ bff.1G SPAC�5 I after each runotf-pruducinp ra,nf.li event. My nccct..sary repa.ts cu I EL=686.20 / ro 3 , - I - ---- - - ZeiO SQ • FT . cleanup to 3ta.ntaun tfre effccuvenc> of the erus,on control de..= stall N \ be tnaJt UT1r4J:4telY. P moo' 8" TEFZ- ( / �,� EX. �AN. sewErZ io EncPF-oYEEs e I/1 = (oSPAGES ' o_rA l;X. Iz" WATEtZ LINE TLSIPAGE5 R_OQUIR£D= IZ 5PAGE5 - -- PLANNING No7E5 r TOTAL SPAGE5 PF,01 IDEt> = 13 5PAGE 5 \ _7+ ��1 ill! M.H. 108AES \\ f3",ctw" FfTD \ eP I I 1 Tl-IE&At WILL IL -A FI AL-U71 GE CIF AN OGC-UPANG� I (INGI.UDING I H.G , orf'AG65 ) I I EX. PI�tNAGE -1"oP" G7r 'c' PI=P-�.tIT 11NTILA FINAL SITE PLAN IS APPtzoVEp DP A41'e e.L- I I WAY IN to%_t SI ANO ALL REG2t TIRED WOFZK FOR- PHASES = ANJ _ .. I I IIT- T� 7 aEVeL- -Z PHASE TFOP-` THE INFc>F- tATic, N &7 ? I I I NJoo- ,` E�FepP O L.F. Z-tl' Grvt P"--Z. a°�o F oARG(NG �jIDEWA LKS AND PEDESTFz•IAN WALK - -I / \ ?c72" �- J FORT Col_LIE12 GpoUP WAYS FP-EE57AN17(NG ANp BUILVING "4>UNTt�-:c:) I\ irND I 4 \ INV = k;' _ o AME L . Mc- Ii. AI1, ,J1- . SIGN9, ot_ITLxi'>R- LIGHTING f=IX7URbS ANI7 I \ \ / I r� / EL=686.9 OTFIt- \ pptop g" \\ \\ \6 SU{TE (oo© SPEGI F(GATIoN9 , e>U7t,�- STOP -AG E ANI7 Tr�A5H / - - - - / ) I ATEIe-LPN \ _ G- V. \ ` , IZEGEPTAGLES PAtzKItJGSPAGE INFC4z AT1oN ANp / �Z31 LEESP>Cat PIKE ��LtUgn�yS F(F2-E H`t'DRANTS ANC> FtRE1_,ANE1; FALLoi GHuF�H , VA_ Zzo2{�{ 1 � I 1 / \ t \ PF�P• EMEF�GEN�-'(� UTIt_ll 'i EXTENSIONS LANDriG/�PING PLAN ANt� :3. A . [7. A . A D 0PLe �i5E P G7' . l a'PILLWA( _ (70�i) 7O 5ILIFF5 Ap SEENING MEETING THE ,�-lei. o= / �\ Z3% Z1jEF2NGFZFEG?Ulf2EAitENTS of SECTION 165- 37 of THts \ / / /l IFJO' P\ P \ // FREDEFZ-1GK cout,4TY zoNrNG ©R.DINANGE / / / / �. W. M .� �' \\ / \ sHAL-t,t3E PPo�/(pEtD AI-oNG THE AFzGA(�!A \ -� �-� ( I \\\ �_ NARF�.471VE DE Fz1E3/NG CHASE IL Mo(�1LE Hvn�lE PACK PFZ- eR-T( LINE DURING EL=693.70 / / i �,��,1.{ y, -- \\\ GON15 e__TInFN t7EVE4- rtAENT of THE PHASE a PorZTIoN pF I `82 �"g3 ~ !r I \ \ A BUILDING I GoNSTt�UGCtoN GoMPt ETE(7 N4F-k A �71NG \ 1 I ALLFLEVIEW AGENCY FZEG2Uti tvfENTS. feii. P_e_- iP_F_b PAFL4.ejNG ANp WITH APPRoVA 1_ IQ: L \ \ 1 \-_ / \ `t3! �` - `� -6PeG1F► `77. 1 �e. P>.Iz.L- - _ ply - -L78 \ \ \ w _ z s --'�- - - _ \ "`:4 ., \ Fo Fz S- Z 7- �i lam+ \ O \ \ \ - - - � �`J�MEf4T I &.Ym � � _ ` _ �.oNING DMIN. 7t2P,T�Fz PA-T 6UFFE� �� '� �e.z � � � -_ F�EVI�i{oN 1 \\ - \`_ \ -C-a \ - oI< - t SITE PI -AN VALID FOR- (S) F(ve `(eAF-5 \ =690.9 t - t HANDICAPPED r - - S 4346 23 'VV�17.53 8 �' tx �FzoM DATE oF= APPPe\/AL.._ �\ S 3 9 `5 3' 3 2" -W` 40.30 \ - _ _ - Mmuenow Nom I ac \ \ 38'04'12�w 222.20 - l 688 _ (. Water cane! wtw lkw are to be mMnwted in aocotdanoe with these plant, linen S 0 shalt sdditionalty weet AN mgtr# nests of the Frederick County Sanitation Authority. / 69 - - _-_. z Mw eoettrsoter *adl owrdinate wAt)t. and arrange for irtgwtion by. the Authority. / _ ----- - - - - -- -' A F2 G A d 1 A o EIS ! 1- E Ho h✓f E PA rz 1.< I r-4 G 3 . rw oostraetor *hall tie-tn a new line to an exiltting manhole by core drifting the manhole. / I. �G E N CD --� - --- - - 6 92 PG . 48 1 - . 4 '. A dot►ble dwd val+le beck& w prevention aaumbly is to be ing0ed on any tine (fire or / __--.---- N E t..F H - r dornestic) that goo into a building. The a wmbhy it to meet AS.SE Standard No. 1015 or -- ----� u 5 E o is I I_ is H,-->N.f E_ Pam, r- IL 1013. if the areaatity is mounted ituide a but7ding, a retnnote readout is required. I lU1 S4 - -F- EL, 68S.-4o P Fz-Po 5E P c�oN-ro u ram- EXiSTIHG SPOT ELEvA-T-F-N rA V E M E N -T' G -5 N etxj L_e S Rawt loatitaw of water and sewer werAce: on new Ibms are to be coordinated cultic the x sPaT ELEvA-T1oN • ,- ,;'•'.' a" f=-iroNE (z1-e) !oo'13c.lFFE�-I✓ASEtv(ENT NOTE /�t+�II"iry"tiFsspst�crr, - EX. E.P. = EX(ST(NG EDGE � PAVEMENT 3" t31-T-UfvtlNc-lU5 GONGF2ETE � Ttta laarFkaittentl Authority rraFi►ternanoe deportr»ent ti reetfpetttt+le for the trtuanrtbn of BITUMINOUS Go 1 / NC47-eTE SM - ZA EX tSTI NG VEGETATtoN W I L_ L r3E weter mewls, l�elom a p,ennownt meter is set, they requite; 1) the home and over to o rj SA N 1 TA F L'( SEW EFz L I N [; ` ` \' 8 " t3A S E SToN F U TI LI Z E D -j o AcG oMo GATE oiC EE N I N G be fMtrpsrlq adtptea with Its eeeter icon and yoke bar. 2) the Nra:ae and oo,�e r to be set to av oft" oftM tot; 3) the dinanoe betwtwen - dVEF2 H�A� I L IT`/ r_I N E UT � `� Z" BtTU MIriocJ S G`oNC.F'j C-TE (SM- ZA) F�eZL4iF LC-mENTS : Cc;,K4Ma?N 5HA P-EP the top of the cower and the yoke bar be Mla1t`006aw 111 led 21 Marshes; and /1 all components of the meter box awmbty to be. In ((1 ®x X X d'P+oF�SEP SILT Ft=NGE " (o GoNGFZETf✓ 6UFFEF� EArsEMENT Wt TH ARt•4Or A �rwaslt*soo or, ih to Pia �awltlpar'aMorltraotot'sreViowlbtllty to he a ilia meter Mf opF _ E HOME RA 1244 . o1M 11►1wIIIItrh1lNatg , 680 MATE p2q-_ V I -if e_-k 3-z7-fir. t4oVat'SLt7rs.+C-PACxriG i4 s-�� MoVEf?oLA6.+ c5Fk9AprNG � F'LANNFNG_�MrsAENTS V.D.o.T. COwtstE.t•cr'S FZAhtKcNb C-onnMGur.S �5-20-_�o 5-21-9(o 7-Ifo-�l4 PAFs•FCINGTGp,AI�NG, PVM'T. £ AOPSP SHEET 2 o F 7- 7- 24LXo F G-S.La ./�fMC�VTS 8-7-7-p,vo FLEVFIsE H _G_ RAMP RA M P o N L`( U MARK D. SMITH >1 F I N A I- F. G• S A. A F'Plx /A L No. 022837 VALVD r-Fx- (7-) -rw� t1 y j S i T E_=� F1__A F4 (EARS FP -OM C:>A-re of - A F>PP457\,/A II.._ V-HASF TWo o 4-o So SCALE IN FEET LEASE 5U 1 LD 1 N G 3 FaI2-T I N t7usTP-I A J__ PAR- K Gil TmNC-WALL 171STFz-IC-T � � � EF21GK CoJN-T�(, V IF2Gt� Irq �� I ",L�'•�U' FEBI�t--1AR�i Z7, 1��(0 G FZ E E N WA'i, I NG . CD70BAKER- LANE WINGHESTER r V(FZGINIA ZZ6o3 SHEET I of Z N N A r J lil ✓'P-pP f A AI ICING EA J Gr2-ADE I -Zo - k Z EX. GP -AD W k W t � � w 675 B" PVG IBA 0 ICI e7- rr w = >r w -jz op: m � UN 7 zz d +I + 00 t - 665 O+-eao\ l +oo Zf o0 \ PIZOFILE - e5AWTAl2i SEWER SERVICE LINE SC —ALE : I " = 40' HoFzZ . I " = 5 ' V E FzT. It'd rro fb , i' AV Y- AV L-0 Y' 4fa , Nw,WA. 01c Ak6WA Z m z� J �- zW �u 0> J J� 3W -I w m PL zd 4Q I' -A '571- TUig//.& A a%rW-^ INl' C.-A—rA S /D iE ivao Awa: w x//tArmo W Mti Ad&.O ADW70 1- ,Q s . w•.sr• Y:Ei# ViF 5 _ f I 2 Q IIAF � C.�[av - I .�• 1 I I I PU M TEFZ- GATE. P E TA I L W 44resr♦Iiea:,cdYW a v a' ZQ f2-AMP Ga I, IZ FLA7lo SIDEWALK MI 5� x r LA ND(kr' 14 FR-A M P La I '. z o. \ S' GONG. S (DEWft I-K MI N. 5 x 5 LA NDI NG Abe F1aF aT�RP�I l- ��Gz. To A f2-E A f�� DE"rERM•1 h{ �n BY Fall I �-Dih-}Cs INV SPt�"Clorys AT E3C,1 I LD - -rl-i � -r l M� �� � t^ I � I.-� I N 5 P�G�'►d-1 S iNG l-IANt71GAPPEP t2-4Mp To S(J ILL CP)NG b ETA l l- -- rl , T -To S 6,4 L E Ufl dL l ,4 _ EXI TINGGFI-AE r7 E Z 3 i 3 � z oo r 1 M A I N TA r N Tor of Fl AT d 8 I. Go V I-r2 -,---- ----- F'�P. S P�/.G. WA Eft- I-lNE - --------- w w p cl m d1 p - it t,� " M UN Ln 6,70 + + N + + + Ot ( + ao 2 t 3 {-oo �- t-c� S +--co l� t-on -�-r-oo 8 + ov P►LoFIL--E - WATER LIN F- S C A L E I"= 4 a H o Fz Z. 111 = 5 I V E tz-•-F -15` HINN - Ofb1 I 1 1 ' o •� dUl L r-TAII `IbHT FZ-E v IS I oN CF HAW ?"FFEP RA ICI P ON I-`( 0 MARK D. SMITH � Np • 0`22837 I' f2o E l L- t= S , D ETA I L 5 , (< T G . SS��NAL EN'G\ p H AS E -iw o L..Ea5E SU I L C21HG'* 3 �D FoIRT Cot.-L I E Fz- l N C7U STW-4 A l-- PA I2� ,a �iToN EvVAi_I- b15T121GT V H. BRUCE EDiF f- R E [:;I E IZ I G K G o U N T{, V i� i N I A SC -AI -I- AS lriHowN JULI' Ie, I��b N0. "16" GIZEENVVA`(, 1NG . �.q��O� 97o t3AKE� LANE +4� WINGHESTEl2-, �/IRGINiA ZZI�o�S ( 59-o) &�' z - 4(a 5 SHEET Z- -F 2 54- ((A )) - 3(o t7 [7. E3 . 760 (o P G : 7 3 ZoN E : N1- I U 5 E : MANUt--. �x EP C-X. 1 z"GA 5 L I N (_ G - - W -.----,---_ �X.IZ" WATER- LINE i �X . EP P05T EC-2 SP1E E � L-1 M I -T 3 5 M. P: H . __ fO W 54- ((A )) - -3 1, A 4. (0-27 AG'fZES 9EMA IN ING Fo✓L-T GOI-LIEIs_ G Fz-oU P D.5. 7�>a PG. 73 t_t5 E VA --A t4T 15' SHEN GAS ESMT I N V. = lo74- o EX. S" G.V. - G G vq E-x EP rizoP. 4`A S'z1GN EX WATER LINE �A p �> (��_P-(w) HIGH 3-30" R P rl r3r 1 1 C 1'Z � a_ � __, SIGHT DISTANCE 15' SH EN GAS ESMT / MH 108 D / TOP 677.0 OUT 667.72 J _ / G /A-f E P- OL w �\ W �\ � N EXTEND 30" PIPES TO Z ' END EX. W^T _ ALLOW FOR GRADING. r ER- LINE �- � I 'cU Fct3 oPCNI NG MITER PIPE ENDS N � :--I ,:77. sMI OTAII _ _ - - _ ----- _ -------------=------------------------- - - -t - 4-74 662.83' -7 s. RIP -RAP ON SLOPE -- I - _ _ --- ----------- __-- ----- INv-GZ.77 ! '?- FOR STABILIZATION. �) N =7 �\ �£39 ------------------------- PROP: 8" WATER I-INf: `- S°SEWERoi7UE5 G01.� X Jl EX Zo' bP�AINAG� Eci�.f'T ---- - - __ _-- ---------_ _ _ __ \- - - - - - - - _ ------'-_f -- ---- - ------ - - -- - _ - - r \\E.P �1 �X. 3o`DR41N�GE ESMT. 1 - - - - -.c. `` 2 \ / zS' PAP 41 5 TPAt�K/- -�`� PFLOP. \ 4. \\ / � pt-C> 4- moo" FZGP 0 \ 6+00 PF�P. VAS V - / / PFoP. GR�Af3LE \ MAN HOLE ze !O. C' o -7 l� / -_ - - Pf1QP. 20' WATE1zL1NE \VALVE \ "2-EJGTIaN BASEMENT \ ---- --- ----- �D ` �n E AGG (��-oA C pF fA EL } L Tj-�--Pp4vt-8"-Pva TEFL \ _�`� + , / - f- - a+ 6g3 .• ." ° ` 5' TO FL (WATER ESMT) EL=685.30 / 8" TEE i `� 8uxro"TEF..� L / �� / � E � �f S't3tsND AIRAW EX WATEP2L(NE E-5;m T, + �/ + EL� 6 911110Hc.� s / I (084. S GONG. WAI-V r �,- /// EL=686.90 \�----- EL 688.60 �yi / �w s'>< GoNG.PA MAtJ sH�E�MpFE I \ P-ATA I.D/��/ _ /I/ I f3+ 85IoaG q: zl.�s' /O / /45�B�ND Pro 0 5 I }- t� /-�-. f'RoP. �" PVG 1 /v / / I OFFIGI✓ a� S etzG-,lu'T. I TOP= &7¢ V T= tI. 57 LL WATErz I I / // Pf�P. AREA b I 1 I 1I,4V. 1 N = /o(o(c.77- o0 / 1-4 3, I I z4 I INV.ouT= G(o(o.6Z P-0p. GH = t-I W pgWt4NGS1G�N „ " WA TE lz V Z + _ I2- -}-�'- ' / / \ ' _ - -k �� E �� \ ` r �5 v SA C1 5 I / d fL / - MATE / I m P z w E= 6 86.9Q - - - - �� I \ .o WA LINE n I PIzAo-4AGe \ - - -' I I ESM' TEta- 4- / / L I Pry WATEP� -- I vp-vF" o r-(F7-r I f s� m P OAP P� tsoof�-E 1�zo N rnz '� oTfi F2-t0A p GoLLIE12• I3Z2 �17EtL To Fz•TE . -7 k3 A K E f�- L• A N E F 1HVU5TIzIAL, P A ir- 1< VIGIINI7 1,A A P GALE: 1 "= lOoo� I. TOTAL `irTE Al2F.A - 1o.-74to AGFz ES SOUTH EAsTEF -N pol�TlvN ) Z. TAX MAP 59 -((A)) - 3(oA (ToTA�AF�A (Z4. Z58 Ae_4-ES) . 3. ToTA L_ r>I S TU RBE 1� AREA 4. Z4 A GCE 5, 4. ToTA lr WGnDI-ANt�S Ci. pIsTUR[3EC W�[�4-ANfJS = 1.43 AGtz-ES .Op-- 23.7 7. F.A.R. AI -I ---OWED I-ATIc7 = t.0 (oo, 337. 5 4-76, Sc)l. 7/0 = O. 13 PF'flPoSEP F2ATIo >3. LoA�1NG =Pf�GE Gt1I-G<..11..-ATIoN ' N/AREHc�U�iE I SPAGE PEF2 100, 337. 5 = 40, 000 = 1. 5( orz Z SPeicES 1zEG2 ttRED �. 13UILbING USAGE At�EA�i Io SPt1�E5 Ppc00eD (MA`S 13E REVISES AT TIME OF FINAL- -iITF PLAN ) INC�US7r-'zI^L.- / WAf2EHoLJSE _ / o, 337. 5 oFF(G E = 1, 435 S6z: FT. lo. L.ANCGSGAPE� AREA 8.7o AGRES B.7ox loo = 7�. 5 % FINAL' SITE PLAN 1o�4-to n W Ir� -- „ „BAN O. I I. No OUTDGbl2 5ToF-,4GE PF�oPaiED . ,,a AP R ED 1 I WA Ell `7F VIGE r EJ< I�iTING ATFL y. u. I] r' / 3 5f-oD ( �H = N 3�� 44' 3ES" E / 0 I CO � + � - - - � - - - - - I /4 ' oTE ME7Ef2 - l - -� G�vBFzHt✓Ar� I % r PoWEt� LINE EL- 684.80 / / F�'P _ / / 1 I `get I I iI I ctrrr txUarOv wf`U S U1MLN CUINTkUL NOTrea j- HiDf-ANT I I \ t I I II -I I S4_ A z>(of ES-1: Urticsv otncn.:aC ,ndtcrtcd. all vcbctat,vc .rut atrunural crus:ur, eta - Q / I ASSEh tBL1/ i / I sI ) L A N t7SG A P I N G G A L G (.J L A T! ©N S sedirncnt et,wo! Practice, will be constructed and maintauteal ..:.,,v< PA s T A GFzoU•P r .- I� -{- \, L -- I 5+ 13 ' F i tzE �/ I N GH E of TE f2 i N G �c`nn ++[ 1Wds .Is 'rid srtuc.tsoar. of that / 1 I J ' HYP{zAN-T I anu vir rua tic utatsuns Vk &.L -'w Erusiun and ScJ:mcnt Cunuol kc ulauorts. w i EL=686.7 I _ I aze, PG. I�z7 / \ A55EM131 I I \ pEFzIMETEt2 1 TREE 40 PAtZKING .i1,{'f I I I Pd E PE f, t M ETE Fz EJ �: The plan ap�rovinb suthurtty must be noulied one weer prior to tat pre- gco / J + / Q o N I Q I \ Z 6i N E = t�f - I constructtun cortderence, one week prior to the conunertcerm u of tanJ t \ i 1 Z Z 3 - 40 = S . S 7 0 (_- to TFze F_5 disturbinj ac•.:vit)• and one weett prior to ow fine! Ina uua. EL=683.00 I I LtsE : h.fANUF . 1 I I N TE W ol=- : t TF• E E I O re PACES ES-3. All erosion ante sediment conuol mca arcs arc to he placed prior w or ., / \ I _ N P F=oP. B' WA,-TEFz- Lt NE I = / / the tint step in ciearina: �. W / \ J _w- \ WAR�HoUS E c I 1 rj I 1I = Io = I- I oP- / 337. 5 SG2, FT. /� ;O 12, E-S-4: A copy of Lrc appruvW crosiun and scd,ment control pi.e be r(j rusiLinwunec o: ilric site st all times. ill) -I- I \ I x To TA L _ TF E E 'S FzE GZLI I FZE D = -7 T lzE E S W�1 pRoP �'x 8' t�UMPSTER I� " �6�" N v \ ,� ENCLOSURE \ _ W �\ - ES-5: Pnor to conutienc;nb land d.sturtkn Oct:v sits to altos ou.c: own 7 �- `� �E PETAlt-- SHT Z"F Z - -r!i I I TOTAL-TFzEES FFL0V1PE D -7 T F2-EE S EL=684.90 \ �- ) /r \ EX tndtcscdsin tne,e phut, (tncludirta but rat hnutett w• oi!•arte burrayir of p�EIGNT = 32 ' \ waste are:ur• rite contractor shalt sst9�eetxt „ sv.ppterttenun uuaw:+ c..ntrw u SE W E Fz SM' T. plan to the owner fur rcvtew &rid r r M t PEN©TE 5 P►zoP . I EA. FZE D MAPLE p VV +��- e3 -the p� ryy+rovana....tW sly 0 m lli + \\\ \� -�.�� = to rwz`J'a CONC TE I 1 I \ ES-O: The cuntru:ur is rtsporutble for trt,t..;tattur, of an stt.htsos � etuntun / \ I \ �EtYTESPPoP. 5EA.Af�ISToG12."T y N q� trul EL=685.4 + - �) \ \ \ \\ �rQn f ~ \ 1 I \ PEAIz dcncrtnint D:rthc ricer r ruto Prevent Crosson atuf itcd.nrcr,,.t.un ass b T ,�� `�y�.� P PP a suthur,ty. / - - ) - lJ "' ' 1 �I a I I' I 1 1 @ (]E Nc-TES I EA . REP E>u D / _EL= 6 86. 50 - / n 40o W� ii ' P 30 �7A N LTA F -Y t.S-7: All disturbed arc.0 are to drain to approve 1 ,ca,mcni euntrut mc., res rt / / - - - - WA GK 1 aoF I I i M H 08B 5E Wpei ANp all times dorms IanJ disturbin8 activities an.J Jur;na site devctupn.er.t "Aw W ' I I - - - - - _ /// / - _ LfGH `�_y'i , " I Q =s % 1 I I TOP- 76.0 WAS i.fzL 11,4 E (o "iM'T . final stabittatiun is achievcLl. ,gyp �TYP b �. 75 PG. IzA �q i2 KI NG G.A L-GC.I LATI ON �i ,5 s � P Pe w� / Q r I I N - 665.rS (WEST) ES 2i: Duren devv.cerut u rations, water ws,; be urrt J inw sit rwea7 I N ^6 6 5.5� (SOUTH) ft►terttta �ey,�e. FS-9: The contractur shaii tru ct all erosion cunuu! measures lrcriod.ca.•y aw V 1 - - - - - _ \ \ / \ _ III 0 U T- 6 6 5. 3 2 o F F I G E : 143 5 oio . FT. I PE P- after each Nnoff-pruduc,ns rainfall eve tit Any pccc , or 1 r - --- cleanup to ML ntsiun the c(fecuveness of the erosion control dev.Gco span tr I EL=686.20 >� \ � / ro � l7fNG SPACES 1 Zso Sa . FT O ill ` N \ \ - - \ / �- s �T' ^ (( �C4�i --C`(P.) - \ /� I �f �5 - ZSo = 5. 740� !o SpACES be ruaJe tumcJ+stela. EMPLo`iEES L+ i I = (o5PAG6S Gl NE MC j� _ oTA L SPACE5 F-C-62UIP-ED = 1 Z SPACES " WATr✓W.-(_NpE I ( Ex. iZ' WATEFL LINE •To AL SF'AGES PFZo�IiDEt> = i3 SPAGE 5 PLANNING NOTES ------ --- - 3 I \\ \\ \\\ 7+ S7 -' __._. _.__- (3f3�1 ��. , I \ e M.H. too T THERE WILL t3ENo 159UANGE oFAN ocGLJPANG� P ( I I tNGL.UD(NG I H.G . SPAC-65 pEpn^lT UNTtt_A FINAL SITE t�t_AN IS APPt�oslED "A &" H�(D. � dC PP -OP. FiF-E � 11 \ EX. pFx-.WAGE TOP= (o71.,P C / \ \ TIt� �A HYD. ASSEMf,SLi I WaY IN - (o�`I 51 AND ALL f2EGZUIF2.Ep WORK FoF2 PHASES Z ANo 9tT �_ \ \ �` \\ \��� i^ --`I- -�-- -� \ I ` T� (� �jl � (5;GoMt�LETED. I I oWNEIz- b�tl�L-oPEt�- Z PHASE Ti czEc�utt2EMENTs FOR i�1-4itTE PEVEl- -' W t _L`_a� ` ` I �Ml T PI -AN Wit.-L-(NGLUDE INF t�.1ATIoN / / i \ \ \ / \ \ 9•' PSG 67 GtBo x �rf \ PF.PP 30L.F.Zt"Gr,itP�Z.B°4o P-EC�AP-CING SIDEWALKS AND PEDESTRIAN WALK- / o / \ + , \ 7+ 72 \ `y ��- f \ -- FOF-T CoL. L.l Eh- GFoU P WAYS, F P-EESTANPING AND BUILDING "ePUNT�p Bi / \ \ \ \ \ % J - _' ts" S� \ \\ \ - !� I` olo JAM6�i L MG ILVAIN E JR SIGNS- TDt- GHT NG F=IX-ntJR'S D GL�I P-V E O PA T A A- L i z. mot-• c9' T SI. 71 12 = (a o0 I / I�NG? C AN EL=686.9 ,�,,fs \ 1 \ \ \\ ` , SPEGIF(GATIoNS oU77:,- �'5Tol�s+GC ANpTrzASti l \ \ I ( I / Z , FOP. B \\ 6' o1u IT (coo , / � - - / A••rE� j( I.,lE- _ ` fZEGEP-1rAGLES PA RK(NG SPAGE i N FoR-f A Tr oN AN D ----Gi.V. \\\ (oZ3f l.EE5DCr1F2G PIKE CAi.4-_.tt�.TloN-7 FfFzE H`(PRANTS AN17 Ftt?�LANEor FALL of GHUt�H , vA. zzo4-� UTit_t-r 1( E,(TENSInNS LANp5sGhPING p1-tN ANC-1 A.LP.A . AD1_>P_EriSEp'. (703) z3-7 - zs7o LEVEL- lo7oi. of / 3. 13UFFFJzS ANp SCREENING MEETING THE 1'2-EQUIrz.E►.i(ENT�i ot= SEGTroN 165- 37 of Tt-1E / \ + � \ _ / t FR-EDER�GK GoUNT `( ZoNIN G ot7-PiNANGE I I P P _ \\ /� ciHAll�pE PPo�/IpEp ALoNGTHE ARG.4P(A \ I 5. W M. \\\ - - NAFzRATIVE DE5�t2(B/NG CHASE ZL ► t-&LE HonAE PARK Pp-oPEF2TY LINE r>U9_;NG EL=693.70 / /� 1 \ I �y,�g,N �-� \ aoN5TF0-tie-- N DEVEI-oPrAENT of 7)46 PHASE IL PoRTIoN or= / `8g + ` l !NV `rq a° \ \\ \ TH15 PFzoJEcT. \\ \\ \ A f'lr�1LPlNG GoNSTizuGTtoN GotitPLETEI7 iNGotiPo4ZA T NG 30 / ' z �R . /' �77. \ \\\ \\ \ At�,_ wEvre w AGENG'i (2EciUt1 I�,rENTS. \ - 1 ! 1 Pwov. ��.r \ \ I bpi. �' i2 " o*^P \ \\ \ F� \ \\\ f3. +�FcIrzEc> PAWUNG ArtP t-cl7rNG w+TH -•--j ' s y�,, \ \\ \ � \\\ AF -C* +ATE SUr�FAur1G -- _ 1 � - 3 "'--_.. ��_ -- ^1 P•1sE \ \ \ ��-i�NAL G1zAvtNG W j E F. 5 NtEASt..tRES . (°at `-� -ate * (ir\ S� \ \ \ \ t/�G \ ��\ \ j7. iJ1t zE� t_AN[ �P! NG INSTA L1-tECJ \ \ Fa R S- Z 7 - (o \ \�gSEMENT \I \-- 1 (asl --- \ \� �� _ _ REViziloN , �+ 11� Ioo' BUFFER- \ _ 1I \ EL=690.90 \ -, _ S 43°46'23"- �1l��7.53' 8 HAND(GAPPED \ \ S 3 9 ° 5 3' 3 2" �' � 40.30 \ _ - - 'tau► COPIS fleUMON NOTES \ \ 68 S 38°QQ' 12�W 22 4 8 t Water and aetMfsr lines are so be aonutucoed in atacondantx with cheat plans, itK Imta tdtall kwitionally mart ism to f the Fred_ ` requturatnen r / � coat and \ o rick County Sannat"a Authority. �6 _ --- - s-� _---�-�--�- -: -.'� t-.--- - -- - -- --- - _ _ - _ raeW shall owid'atste � The aunt .and arrange for ' rnm ' 'r� ge ms�act' by. the Authority. A F'z e A 0> I A l.�t o C11 1- E Ho &A E PA Iz 1< 1 N G 3, The Contractor shale tie-in a new line to an existing manhole by core drilling the manhak. 69 D . � 3 5o P G . 4 S I A double dw& t(tsitte bwkftm pn"ntian assembly is to be healled oil any line (fire or - ©N E M H - I dorbastk) that goes into a binding. The assembly is to meet ASSE Standard No. 1015 or Tt N G GoN TOc 1 F� USE M n c3 ! l- E Kot�.(E PA r I� 1013. If the sasembiy is raomted inside a building. a remote readout is required. PoSEP C,oNTouF� �gVEMENTrjGHEDCJL+E W I t E L . _ s . 4o EX i STl N G SPOT E Lc- vA-r1 o N s $act locatbm of Hater and ewer service: on new Nnea are to be coordinated with the x �7�. PRoF?oSEl7 SPdT l=1_C-VATroN .. ,,'�'.- �� �SESToNE (zl-e) Jyo'E3(1FFEFz-Et1SEMEN_T fJyTe Aithority'sinaOr. - EX. E.P. Ex(STING EDGE PAVEMENT �S" EITUMINdtJ5 GONG TE P�M-z C ) 11/2" E31TL4K41NOUS GONG-4ztTE ( SM - ZA E)K 1ST1NG VEGETATIG'N WILL_ r3E 6. T'Aa %arthation Authorky maintananoe department b responsible fbr the tnstansitkiin or wramr 80(om N! VVA TGFZ- L1 N it motom, a perraanerit meter i'set, they require; I) the frame and amer to N U S�iA N I TA f=•-i sE W EIS L I N e \ ., �\ 8 " BA 4 E SToN E Z I - R� ( U Tf LI Z E GP To AcGon,io C>ATE 5 E E N 1 N G be property al*nsd wM Its meter bolt and ) the hwne and Omer to the final L*'� o(1he kat: 3) the diwance be�twleenathe of the the bad ba C2AT� F-lEV1-71eoN 3 - Z7_�v f..tov r: d(-CG. t GFiei [7t NG MoVEBL.DG.t_GpIlDtN6 _-� ' 4- 1-7ri 4-ZS-7ro PL..ANNtNG COMMENTS 5-2o�rp 5-21-910 V.D.D.T. Connst><.rcrS PcANN,rJb CoM.MCFITS 7-1(o-"!t: IPAr2KING,Gfs,gplNG, Pt/M'T. - I £ AOMP SHEET Z o F Z CoM6,1civT-S 8-Z7 �(o REVISE H_G . RAMP � PAR•Kl NG f� dVEFzHEAD UTILIT`� l-lNE z' BITUMINoc-IS C0NG(2-�TE (SM-Z-A� F2-E4UIl�MENT5 . CcsMM®fy SHAF-ED top r yo e r --- " late be"Men 18 and 21 beAe� and 4) all ocimponents of the meter bolt awernMy to be. in ® )C X �C 1'I�FbSEtP S(LT FEN GE (�'" GoNGE✓zETL= t3l1FFEF2- EA�iEMENT WI TH AR'_ -A DlA roper wockial006" it Y do daealopr WCWArWtW8responsibillty to have time metier M 05(L� HOME PARK bit � ksmitl" �, ILA M P o N L1`( U MARK D. SMITH No. 022837 SS ENG, 0 4o So SCALE IN FEET APPRovA L- 04 ZoNtt�iG A17tAIrJIS7GzP,ToR- P>A�TE SfTE Pl-AN VALIP FOR- (S) Ft\/E `(EAF=S r-P'oM DATE o F A PPP�\,/A L- . FINAL F•G •S A . APPP••o'VAL- S 17 E_ r� _A N VA t-I D l=o Fes- (Z) Two (EAF25 Fi2oht p.4TE of A F'PF�VA Fr p Ld A S [_ T W o L �� E Lea .il I L P (t4 G 3 Fatz-T PA FL K- lid W A L- L_ P 1 S T R- I T F2EIG -v ©cUN-TY, VIFzGlt.11A },1-,_ y�V GiGAI--E : - 4v:' FEgRUA$z-( Z7, GIZEEI`IWA`(, INC . "D7O BAKER-. LAN E WINGHESTEFZ, VIRGINIA Zz6o3 (r��{Y�� &&z---+18S riHEET i nF 7- N N& Wlil r �'FZoP I PA A CLING EA J � GRADE i -Z k z EX . GF-,q D � W 1' u OW t � � W a�ml 5r 3r I rr 670 I Z W Z m N 00 Z 7 Z + + t O ao ( +- ' ANITAFLY SEWER SERVICE G-INE 17GALE : I"= 40 Hot'-Z . I"= 5' VERT. /LArli R� . L' AV T' AI 6'r 6' LEA he �AcUlf� r PU M�-TFFz- GATE DF-7A 1 L. !EA'rEfS /D Af &4Qo Alin W WlItd% / � G RYA:✓ >�/Ndl • ¢ARC+R'/Altf► !t APO' INA' 44 rcfl / AWAt AE7+1 Z o ' fyA M P -- C I: IZ P-ATIC' MI 5r"x S LA NP(kG A rA-E A a 0 a ' �i� GONG S I P l✓ W A L. I< v P-A M P �p 1 7ilo S' GONG. �iIDEWAL-K MIN. 5'x 5' LAN(71NG A I2-E A 43� b�T�)zr�.l hi>rn f3Y 1%3l1 I LD11 }L� IN SPEG f ldryS ^-T ING HANt71GAPFEP FAMP To 5UILD1NG i)ETA It— ( I`I o -T To S C A L E) W� a - � Ext TINGGf'Apt= a pF�PoSED FIA D E lli z W (1 KA A 114 TA I tJ Tof' 41F PI AT 6 81 . �� 3 3�" t•iF i IJ . l- Lb.G. WA Eft- I-INE '---- ----- 77 — ------------ W Z w Q ' = W w W 0 0 >( p n t} fA to X Q + + LA Iz + + N cA + ae 2 �- cao 3 f-oo �{- t-cx� 5 +-00 (� too -]-I-Gb 8 + 0O P1LoFIt-E - WA7EF2- LIN I= SCALE I"= 40' HoFzZ: I" = 5 VEFz-T fz-EVI 51 oN y OF HAND(GAPf EIS 0 MARK D. SMITH fzA M P ON t--( No. 022837 �FSS�ONAI ENS'\ �.psa�T� Q♦ �O O Q H. BRUCE EDIjN$ No. QW16" {1 ,��•., t'tZor- ILt=S 1 DETAILS, LTG. FHAS E 7VVo LEASE BOIL PING 4 3 FORT G o L L I E IZ �iTdNEWAI-L bIST1iIGT �REC7Et--IGf� COUNT IF2-C�INIA SCALE A9 'iHovVN JUL--( I S 1�%b Gt2EENWR`(, ING . �7o 0AICEFz- LANE vyINGHESTEF2 VIFZGINIA ZZho3 540� (o(oZ.- 41 BS SHEET Z- -F Z