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HomeMy WebLinkAbout05-99 C.E.D. Enterprises, Inc. (Bldg. addtn.) - Back Creek - BackfilePAVEMENT DETA (L Ho 51DEWAL•K o511- Pf=DE5TIl WA l-KvVA`(-7 PRo�SEfb . No OU71_->e>0P- LIGHTING FIXTURES pF�F�sE D . No OUTG�oR- '5ToP,AGE A P-EA PP-oW i•ED _ No UTILI-T-'i elFz- DFLA INAG1E' AFzeA5 PIP-,5,Pc> 5ED . No OUTLtirotz'T'R,a1SH P-EGePTAGL-e No SIGN 5 PROPOSED . Nd NEW PAVING IS PP`- PoSEP THe EXISTING PAPLK(NG Af2-EA IS GRU5HP_D SToN[= (o " DEEP TAB FoFz 4-1I-�7 IZEVlSIoN -r9G7� ARE A = = 3, 0.1 5 G? . FT. Lt_/ NG I _ / - o - - 1 H .-IIL = mho SG?. FT. F3. -7 7 7, PG. 701 ME I\ N -T To A i �- -7cig - - - - - - - - - - _ - - \ _i EX. P-TE. (o'SZ 11. _ - \ . FHA` (4- I I - �7� 5, G» S II F T GFzAVEL AI,GESS �� fr"�1I Zo(.IEID. F2A (SEE pETAIL-) /I--' __ __'_------=-r7or.__ _- _.. _ __ _--------- -Zo�t="-rofo - � - \ 47. 070 5a. FT. 01: TKA FFIG G ENE P-ATIeN PA -TA INFOP4,AATION TAKEN FFzoM H15TORI.I pATA F-E PoRTEP d`( OWNER- (ALL NUM5CRS Al2-E MAX(MUM I� Nv, of EMPL-DYEE5 I?-x 4 Z ll �iM 2 A II of OUTSIDE 7P-AGTOP--T"IL-F-Fz-S PEP- DA'f = 4 1, Z = 8 '. 31z' o No. f INSIDE TF�GToR-TPLAILER-S PC-FLDID-f = 3K Z = 6 SIGf-.I�- D15T,gNGE -TOTAL �o Z 330 BF�o To a-T�. log. GoNGl 7E L-oA D t � A C D IOTA I tl S �� \ \\ _ AND �� �;3� REVISE E P� OQ1` \ rLOU7 e 3 2 � o V.5 z Z �,, _ !� -F✓ z 7 - A M�n� " • - eA�EN T VA fz1.1 hLE Wf pT}{ pt Vk/ I D E�i IGhI �c\ e �'� - - - _ _ ` ` b . ToTA L_ O �� ) I EXIST/NG ZS' RIWEAST SIDE J - 'N\ \ \ F'Ha� p E Y N o L S bwE PPOP. -FAVE - , �� __ - ' - - 7 - ' F- A e- *`AJ V a �__�_ USE Rt=S(DENTIAL - I-711.e14 _ _ - _ 7o4,` --- 3 �/ I x �� _ __---------------- Toe- - - ����� \\ I�\ ZZ. AGFL-E TC>TAL- - -7. b1<�TU1 'b AiI = gn ZI_g - I 711i P1.F 533 PG. (eDS Exl�7TNG H,,' Z7- i( /1 �)- IZo A �� \ �'=fA� S - r II rjGt.. FT �P/1rNAGc z I 1 Cp z �I \1 n r) Q c q Rio ATE E'er p D E A, e W o G15:1R e tit U WTI=. f.3Z z SITS VIGINI7NIAfp' -5,GA LE : I " = Zor>o ' ' - o I I I ' W.AY J _ - AYFIELD pEiLljPMENT Go(.r� � \ \ P1iA�i' �C rc �L = �j, 8�{'S S« . FT - ex. iIGN - 3 x� S. HIGH \ I ,11� // - Ft.4��4- ,- -- \\ F'-dA =T (4-11-�7) I='�,�}�� s�i.FT GENERAL FACITES D 18 I - ' - -- �5 I --5 ET U S f' VA GA N 1- _ \ \ 2 Z 3 Z o7 CZ . - - - - _ - ---T-' - IN / iC/ C E .�" 7-` E R N R FZ I O / 7 - - - - _ - _ f _ ---- --- F C. fZ t -- _ _ �\ D. S AGI�-f -ToTA L_- Z. 7AX NIA PE # Z 13 - � �) - l l 4 A . 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CTYP• � AT c('AI•rrfKUe r I LTYP H„I.IG 1 I M r7o NG I� L �J w = -Z_o - - _ _ \ C7. � r I � � ' • � \ � - P H /�'s E LIf = 7 for o S Q . F T. r ' hADDITIm AI.- ' Get. \ 0 i�LD - Z�B \\ I _ N L L71STU 3 D AFzE4 7l�o Scz. FT. oFL O. fl AG 6 I I GP',�l V E L- A A � A \ ~ ti N r. r. et.e - 71 i. a•} tt _ _ _ 70 \ 0 7. F2 E A WHECL 1i 1 - - - - / STOPS YP. r - - _ _ _ _ \ \ N PH^ 5E ILEIli = rj,0 4S SQ . FT 1 I ( P"P. \ _ \ PrvweI2, P - - - . 71 f•_tlE - - \ I I '%�j(O Saz.FT. VIM O.Z7AG.ToTAi - ' _ ' _ _ -70� _ . -.. -8 • F�AR�•ING -A L, = - - - IAll- <-LO,4,01A 6 1CJC. rP3''FUPLIIF ,>GAS _ _ r _ EX. OFfSIGE Soz 5G2. FT. ooce ��` , `\ ,' _ P�- PP-oP. oFFIG1" 5G1 . 't set. FT. 713.4�� � 6ENGHMAFz.K � +.i ` � TOoF LO-oFA7DrNG AT r-0F1Lf � /A � \C -cantov oasts � % P- - ---- Z o WK EA.GF&A�ACE�S O /� e// a = S.4S P_ -- - -P 1---- - p--T •'-----0/�E""eflE"AO O/"YE.G ---.• IfP \ \ � � ��� o � • ti P►W F. WA LL / 1 1 S i - - - -• , x-�ta. te-rr1.7e _ t \ \ � S � � '�\ � WAP�EHOtJ�sE ."r,.� 1-J AA GHTED �� 1 ,' �`\ �. Q S �J\ EMPLv�(EE-5 (NtAX. oN AN ( SHIFTw-r1 1 :•'4.3r. Is/. ✓TAN (rP) I I W - 7142rs \1/rj \ a COS I / \ � Y 75 75 ,W- 7 SPACES FX. LOADING / PRofED / \� I 1 t - Iq,m yam' -17-V zv' SrI-voN 6ciI piANl.{FA WNG rez `1 \ \ N� �(� (� \�' �` PAcE5 i'zEQUIFzE P�►• r 70� \ 1� Z EX. fSult_DtNG LIGHTS i ADrf TIoN 5o x 75 ft \ - - - - \ 1 �� p 0 _ Io'Klz >PAGES pf�VIpED � Q i INGLUI7ING I HANf71GA - ( ) ex• actor z 1 - \ \� -r , eiPAC-F I ll Q TYv - $ 1 7yl pcl Da�K 3000 5� T. / t Q Ln r l Mr x I HEIGHT 37 , \ A I �✓ -j,. I -11o.7s rl_u Zo'Xio� I to F0 r r 4�-T _ AL T� or riK`(LIGHT w 4i') I ` I _ , r- N C-X X. F. F. E LEV. = I �Q- -7 % _t-��i . sl �w 1 7 FOP- t� (` .v '� 11 p 1'PQP. L.aC �� LAD 9RX' S O 'l70'. r F= S !Z 4 K IT A N F P-r• rE \ - I Q t` �.� p EX . ON 7 �/ ( 7 p I , PAD \rfe•or. eoNe . - - - - - - _ \ / ' \ _ . p n I - , U/C 0//t/6 H oT - r" Ft A M P - - P r . R PAD t a To �{ I r . �t !N/T�/ Sf /E ET /L1ETAZ S /D/, it r7•� F - , 5 5 B, (FRA-57 P_ I 5� W iz.lr l !'•' ELLOVAToP- uC O I .S ouE r ' r� r � ': .. TOPri I L-o = Tr-,- vAP sr 0 r I 'r jr ON GONG. F'ADf; F-X ILO ON GONG. PAD ` ToFC111I N G. PA D w 711 . v4 TOP OF PIF_R \ 1 1 //(� /il� 1ffesyiucrr �1 1 - - . �4 ' I 1 �rlJear_ elf'�i1Lo71�.�4 \ \ 1 .� �a v�E_F 7lo.�z 1 HCIGHT• -to,\ 1 , . PRc�P I TANK- �rt.� rr�A.tlt� `) T4AIK F1!T� I OX.HGT- 4'xfi' v ON GONG. I,' < 714 l-oACrN G / k / r ' .= 72' \ 7Z'/ PAD T tic3T- "io .�, .) I fJC. 9I6.-e aN GONG. PAD 1 I 1 n Z �� METAL-'><1Ls 3r Tyr OF GdNC. PAD • il0 •91 oN DLotQ /� it Ij N ' a J M E x. W_ I L- N I' p ( r BoTT��1 of S r l_o = '7 1'7. -I M I r. <, r r I e • cu.�.to 1 �-r V n AGE •• • � t 0 GJC 'Sf Lo oN Q � 4 �`' r _ _ _ _ _. _ _ - ',rjD • D .- ,K `�, �' �eiNG.IIr.7 t4 (� 1di'7' SETIT, AGhe- - \: s \ vim, \\ ,\ `cf � �'�-r,1.4-s EX•K1L-N �, �It�Ga� NazS�------ y %�,--1��------__---_----7o`i'- - G 1710.47 HGT '7 2 _T 1i vT.-�i�DlTl OZ 1. rj' , - _ - - / - - - _ - _ - _ - - z_o9 �n.GeT .GONG -t'foi We. Z; 'oP.We�pE 117' '9'it G Z3.3 -ICI � lr RN.ncC tt/►D __ S' - �"_ E X I 'i T I N G 1- 71 1.o5- -711 11 .ADD iON \ � � \ \ \ F � \ ` ` 7ro p8.7�• 711.To it F'���`7Iz _ _ I 1 ZS- (( z)) - 3 120t3ERT �V. i -TIzAGY L. ElU-T'LER b D. 77.4-, PG. '�>oZ ZoNE : P-A LI S C : FzE5 I DENTIA L-- VDOT GENERAL NOTES Z 0 - ( L Z i) - Z -Ir r 1-r N ry 1 rV.-V ry v I U- f? / C A-1 4 Z ,D L , F B O /t./ /V / E 0 n; zoNEr7 I2A USE : VAC -ANT V1. Ali work or :t shop conform to the latest editions of the Virginia Department of /� L �C7 a N Tronsportat. Sedime: Rood and Bridge Specifications, and Standards. The rginia Erosion Virginia ---- --- and a.o-Acable. tegulations and any other state, federal, or local regulations It of conflict between any of these standards, spe< rfications or V7• Contractor shall notify the local VDOT Residency Office when work Is to begin or aeeee for any undetermined length of time. VDOT will also require 48 hours notice for -it the r- '•n.t shai' go, -ern. an inspection. y - - --7:5Z- V2 'Istruc omply with the latest U.S. Department of Labor Occupational Va. The Contractor will be responsible for maintaining adequate access to the pro/ect from the 7?S2 F'P�PoSED G�NTotliz ✓k Het inistration and VOSH Rules do Regulations, adjacent public roadway through construction and maintenance of a construction entrance In accordance the Vrainio ST( N G S FPO E LE \/A71 oN V workliI r right- �t-way, all traffic control, whether permanent or temporary, with Erosion Ic ���im nt Ca rot H n 'h Sec 3.02 Furthermore, access to other properties affected by this project shall be maintained -7 IS pP-OFt->SED SPI ELE'VATIoN be In or a with the current edition of VOOre work oreo protection manual, through construction. P, P. EXISTING F�oWGR PIC, ,)ermore. iry, `9i9 eontrm fl,aygere must be certified In accordance with VDOTe '-ditic-, , Road h Bridge Specifications. :,ection 104.04-C. Vg• Contractor shall ensure drainage is achieved and maintained on the site during and of the end of construction. ruction, EX I�iTIIJG hG-E L! r �` ^tF,- on or to regulation, control and safety of traffic may , essary by VUOT. V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have �C X pRc•Po`>E� 011 L•� NIiE X shall be responsible for acyu,r�ny all necessary VDOT minimum 36* cover and, when possible, to be Installed under roadway dralnaye ile�oluee. - -ht-of-way. V11. Any unusual subsurface conditionii, encountered during the course of oanslruct,en enrl be Immediately brought to the attention of the - --•,, ' r^^R1rUCtlOn sr rr. rtie must be engineer and VDOT. Work sholl oeaee in that yb�lnity until or, adequate design can be determined by the engineer and approved by VU01' tiw nt .,n n of the nifiotian V12. i.il undercut araos and borrow material shall be inspected and approved by VOOT k 0 for of ;*irk.. rrlo, to lar. -nt of <' p V13. All roadway All, base, subsurface material and bockfill of utility/storm sewer trench" shall be compacted in 6' lifts to 95X of theoretical maximum density as detartnined by AASHTO T-99 Method A. within plus or minus 2% of optimum moisture for the lull width of any dedicated street ►Ight-of-way. At the direction of VDOT Inspector dsr►sity tests Performed by a qualified independent agency shall be conducted as requirsd in the VDOT Road and Bridge Specifications. A copy of all tests sholl be submitted to VDOT prior to find VDOT approval. V14. VDOT Standard CD and UD underdralne shall be Installed where Indicated on these plans and further where determined necessary by VDOT Inspector. V15. 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, V16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. V17. Prior to acceptance by VI of any streets, any required street signage and/or pavement markings must be Installed by the developer or, at VD0 ro discretion, by VDOT on an account receivable basis. 7 THE PLANNING GoMM(951oN PEFZMITTED A F -EDUGT(oN I N TH E Re6:?U I RE D SET PSA G K A L-i G 7'.7-3 TN E EASTERN P F -0Fe RN LINE AS A LLoW E 0 B-( -5� 1 7 A III SECTION I( C, - 0,8E3 (I) DF THE FFZEMR-IGK cz;uHT`(ZONING CP-01NANG6 ON MA`( 1, 1=0lr4.5eG MU!!_D1NG THIS FZEPuGT►e* 15 CCHTI NGENT UPON -THIS A �1 TfoN AM -(CANT FZEGEI tI IG WF2177EN VEFLiF(GA?ionl THE F f"-*;PF_MT`' of OF 7H15 ACT1&--N 4'( THC AWonN(NG PF'm1Pla127-( mAmoWNE.RS TAT ARE 51FT IAe_V_ p�Y THI 5 /� ENT F.+Q F�I5% MS, I N G a F�DUGf3D SET�G� . v `" Z3- 1� k- 'r1C .rENTS� _y l<-14-710 ''EpcG.'- - PL-ANNING I � x - _ 0 MARK D. SMITH 7 - I (e • 9 (e- ',_AN KI l' _ (!!a"M E NI W. 022tW �SS70NAL t7G Af�pl7j oN �% -mod ENG /2 • Z 8 98 ___ ' ,q,o,d/sia,,r�c rqr✓.� .� - o �. SGA LF IN cFr^• # Z71 `7ANP 1 MINI= ROAD �AGK Gr2EEK C71STMI--T I �DER--IGK GoUN_r-6 \/IIZGINIA A N U A R'( Z,-I Glirceh wary R "z3 1 n eeri n� Isl WiI Ni II �.a►vtc ' vw'rillGl1f'cr�Cl- r� � ,c Z � 18 S < ..rot, Est TKA FFIG G ENE P-ATItON DATA No 51DEWAL_FC dam- PF_ t•.�ESTWAH WA LKWA'(e7 PP-00-5;ED . No oUTDoOR- LIGHTING FIXTURES No oUTGmoR- '5T6R-AGE A R-e^ PP2oR0sED . No UTIL-IT`f .OR r->FZA INAG4!! AP-0^5 pJzoFto SED - No OUTC:L�R-MA-5sH RSGePTAGLE PRE`-0 C> . No 5;1G1`45 PP *-05•eO . To ETC. %� TH ENEX 15 Tl N G PA fZKf NEW PAVIW& AG ^ F -E A 15 \ GRUSHP-D SToNE - PPoBAF3L-Y 6," DEEP GoWC,R-e7E L-CA dti_JG PAD META l I._ S ` \\ A N iD M INC ,34 1ZEV15E TAB FOP- 4-11-"`P7 {ZEV151o44 =`-� �x_E E P U 7 e 3 Z ��y �C, 7-7 - A ) - o ' _ — NT VAFzJA�SLE WI VT}{ F= l W I pEy16N y1NG g / s �� _ _ b. ToTAL .� A R-EA = CC ) I �- I EXISTING ZS' RiW EAST 5t� SAFevzol' , \�� \ � � "NASA. I = 3, e+13 Sc?. FT. P-- E \( M o �- D S bwEL I PPdP. SAVE - _ E� -- ' - ' �� - ' - - - �o� - - - ' \ p'�{A5 '� IIL = fro SQ . FT. -777 PG. 7o I �� IN \ t.AENTEo MST �'' - _ _ - - - 7ota -- 71c - - _ - ' . ' \\ \ FHA` _-- �4-II-�-7) _ CL�t� 562. FT. ZoNEf7. 5 E�ETAI�z %ll.lri A.- ---__--------70`-- -----_------- _ _----- tee¢-=`�o�t---'tpe'--_� � G F-A V E L f��G E S4i f 7 h 14ti i d _. ` p �� ,� Esc - - - — - - - - - - - - - - - oJ, S OS SG?. FT. ---=- - U 5� Kz�S (BEN-rlA L_ I �IiX^�! etfe�c `` _ _ - - �` - _ _ - - - - - - - - - - - - - - ' - - � - 3 \ 0, Z Z A G F`E Tc>TA L- PAVEMENT DETA (L L-EGEN P ISM-ZA 3 �M _ Z I 31z I I SIGH-r- b15T 330 Fes" Z I - B ANGE / 1 , 1NFoFz4_IA71oN TAKEN FROM H1-,T0f2-I6AL DATA F-EPOR•TED 13Y e WNEP- (ALL NUMP3CFRS AFtE MAXIMUM Nv, of EMPL-o'(F-E5 IZ X 4 = 4a Nv. of OUT95itDE 7PA,-ToR 7P-^Ii.ER 5 PEP- DA'( = 4 A 7- = >� No. of I N--il DE TP,41,GTolZ TFLAI L EP-5 PEP- Drq -( = 3 x Z = 6 'foTA L- GZ I+ - - - - _ _ - -711 - - EX. -+0' F=-/V\I To PL-re_ t'e 3 Zr=x Is'RNG - _ _ - - - Z _ (/i \ -7. bl ���TU{� =gib AP -EA z g ZI g - ' - II t7 PJ. ri33, PG (o°PP�B C>F"INAGC H� % ( IZO A , I \ p=iAri _T - C,� o% 1 I 5C>2.. F T W z 1 + 7- �I \J i� E � 0 � � W � o GOR E �? ftTE fr37- Z O 4 SITE 1 VIGINIT� MAP L_ Fx.eJIGN-3'xf' s.5'HIGN WAY _ YFIELD (7EVCLOPMENT Go \� \I \ . G, _ - _ - f�P. , - \ PtiA-57 1C c JT = 64s S< . FT F'4A5 1 1 zoNc ; FLA �4-II-�7J 3, 47� Sri. FT GENE:2AL I`; DYES -��' SE�pc1C U S e uA cA N �- \� -- ---- -- - --- — �..Y�L E' R A/ R F� - D i B 1 P / 7 6 - _ _ _ _ - - � f � _ _ , ; 2 �,� Z 3 Z. S �z . F T o fZ I SITE AREA to \ _ - S A G t� - -T ACTIVE MA H U FA TLl Fr- l N G C A - \\ �\ O o / Z TAX MA P # 2 8 (( A) t 14 A ----_�_ A /�¢',B. 50 `� S ` 3 ZoNING - E M EXTR C G) �- -�--� ---�- -- Dt• DR,gfN.sIGE i? P. - - -t-. SETQAG145 /V /5� _ O8" 2� _ _ _ �08 EX.EPF'a 36" -�h ! Prvp- - - - - _ . ��GEC EK . - - - _ _ _ _ C O _ _ - - - B _ / =G PA FAKING GAc_c=ULA71oN5 P FFZoNT = -75 ' F12of.rt F2oA D STREET �R IS' t B.TO INu=7o7.95 I VAN ACGCssl�f.+� - \ HIGHWA'( x(w - - - t �' /9 2S ��,,, f., - - , , O g - 7 �Q 1 N o NEW E N f P La`(E E S ' _ HANDtC.�PPCt7 SPA'Gt - - - - - _ � t PP`oF'�'iE D N o 1 N GfzC ASE mil D E £ 12EA 12 = I cam' -� APLES rT'rP L1N16 rg� , y711.f1<'� PQ HANDAC bPCD - - - - - - - � Z / �p , _ "VAN AGG�ySfry� _ (N PAf=-{LING �EXGEF`T(en-4 SEE 1(05- B8- 31 , �- "6 i SIGN \ S. MAXIMUf✓I �UILC7ING HEIC>NT = �f•S' � PICO(AvSCP / � r \ � \ \ \ LAND'SGAPG I c FFIGC ` � _ _ - _ - o J �� fa � � x fiat �j, p�-E VISE p F.A. F2 • li. T TAL- FLoI� Af�A = 17 \WHITE PINES I3-- °5 Sa2•FT• HO= I.o' PHASE = 3, ��S 'jo FT L__J PHASE Id 76o SQ•FT. \ �o / APMTIm AL_ Gx. \ J tsx. •r-+L _ - - - - 708 \` 1 - 7ot �. 4, 7�o Scz. FT. c FL O. I I A c . r I Gf�v1=L A A?1�j Ar�aGA� \ ~ uN p C.�el_e-71z-�4 1 - - \ �\ �\ 0 7. t7lr,TUFtBE17 AFZEA - t Iz' ` {�HA�iE Z 5, 9I 1 5eR. FT. 1 h ctooCN wHEct_ r l� t - - - - _ _ _ _ _ N PHA 9 E 1L? 7!L = g >3 4 S S Q . F T w oPvD weR P - ' - - 71 so 45Z FT.oFIlt. o. Z7 AG. ToTA L- _1 PA1zIGING GALG/�LATIoNri LOAD/tJG ItJr. ff3'WPL-.�►i rGA3 rov \ \ - _ - - ,— V EX. OFFICE 9oZ GjGt. FT. ' / \ �1�713.4'> � i'3E NGH MA fz K r v � oOc.e ` I Q,' ��� �,., -•1"^� 11 � \ ',\ y�� of i-oAv/NG L7vo1L � I EO ` �'/IN B �7 TvPOF 6,11-T�T �I�NEFz SO(/ Ex. GFAPOT�MAC / ELE\4 • 716.7E 7.ii. Pf g11C I -7f1.70FIEW FF. WA L-L- r / — — — - r r P. MC• A © `- IAA lo, fT_ L-IrvHT '1 -4 S it \l . 1,1 . 4- - P AAAN (Tyr.) \� r/ ; I (,IfJ 7142'ri�����EX. LoA1711460 I! I'e► ' 'f I'� �. 45 \ [z% 26' - = �rsal,00A� � �► MANUFA- IP'4HG \ 7� rbL _ at�viTlvN _ Zbult_DrNG LIGHTS 0 lo'x lZ T101.3000 S� \ - - - + T. \ LJ) t n,1f' I IC, x ~ HEIC-H-r - 37 A '71f _ I 710.75 rL_U 2cX2 � KY LIGHT - IOADDITIoNAL / _ lli b F� -`1 v K (T AL To of SK`(1-IGHT • 47' N C-x X. F. F. E LEV. = 14 -7 7-ao► ::. s/ v� - 1 7 ppoP r + 1 I�•oP. �� EX.OIJE STd��/14x17/- 0 I PAD --, lL IL �.� Q r PP'+oP. GONG . I - - ` I S 11 ' - / ' LJ ��� 0�/v�7 H aT. 2-0 �apR RIt M P TO GP,atDE PAD / t tl - J\ �- ' V/T// _5.�-/EET /L1ETA� /O/,F' r �F .- 17 - Ex. HEIGHT= 36' — Imo. 5� w i �7 I:.Ir i i(� l •' ELEVATvP , - 5 5 u = fq r • . TAP s f Lo - sL Rj*-r �-L�c- sr. r + PhaP StC.-1P ToTA Tt?c D O I �r *X. SILO ON GONG. PAD I , I • Z I f3 (- Zo L� PA + )�" oN GONG. PADf! , 1 ' ( N � FIST. � .y_,rt • I ToIOIGOPt G . PAD a 7 1 l . r.4 � 1 k'1 -OF 12 �c (,t3 ----- T " - ToPoF Plep- - 717 . �4 GoNGP TE '/ Il tfr eY _,. 71 I 1vCro.7z II HaE>IfGTzHTT• x}-p T\� elAllrs"�`7PAD EEX7f3 pA Nt�`(RIF- [ I ReW I loACtNG)/41\ a %T11( Fro I ex-MGT� PAD ," OPAtDA(Cr I ;( l} t r 1 \ I f I 7 J Ft55T• �O ". -� CK. glLo ON GONG. PAD I I 1 �METAIL-SILK t) I TAP oP GdNG. PAD • i10.71 1 r I oN d ot-1� /0 If N r�' TOP -F I'll a R : -7 1 Z . Q J m E X. 9- 1 L N �' I 0>( r � _rlj I* i ZIP S 1 L- O �tv L Q {"r HeIGH�' ���/// i di• GC/.LCO I/ V n IL r rasre LOy N .I �� u "?AG G 1 • • D ` �� � b�r� � GX . SfLo orl � Q � � iL' I •� r. /' r � r � - - - _ i / - _ _ -- -_p �. \ (^ 711 I.. X• F4fLN 711.li4Z. S11 - Z - \l7ro.47 HGT 23.'i 71Z oT• - V-A��tT1 t�h� f �O = I. �j' ' _ _ _ _ ' - - - - - - - - - - - \I U Z o' 711.Go�' .GONG (elsi 7-4 I \ S W� 7-1- -- ---� \ . •-Q„ . \ �, vo Sat . p T. - \ •�- oP. WcbPE►-t , GT. L Z3.31 - _ - / 'r \ rz'f-G- L.12-:H TING \ +\ ` K1L N _�as / I EnS I'iT'N G I -Jf i LONG. LlJ�1•J �- _ 7.o_ _ X a WA'( t PP�K.ADD( TloNlo.lSr _ - �7n.K 71 711.70 -73z---- exl'9Tlr46, c-oNTev)UM 732 PF�PoSED G�'NTOUr� -71C-XI'STING sPeT ELEVA7I4701`4 -7 ELEVAT(oN p. p. EXISTING F'oWGF- Poles EX119T1IIG. 'FR- C-E LIrr lire. ;e+s�arI mommoomw "­ ` . - _ - x I - FzO6E R"T W . i -T Pose-- Y L . tsu-n-E R -7 7. PG . d�>oz Z o N E : P-A [JSC RESIDENTIAL -- VDOT GENERAL NOTES 0 1 A. VI. All work or A sVirginia hall conform to the latest editions of the Department of Transportat. Road and Bndge Specifications, and Standards, The Virginia Erosion and Sedirr.e: egulations and any other state, federal, or local regulations V7. Contractor shall notify the local VDOT Residency Office when work is to begin or oeaee for aIp Atcable. t of conflic, between any of these standards, specifications or any undetermined length of time. VDOT will also require 48 hours notice for any Y "It the r -t shad ga,•ern. Inspection. Va. The Contractor will be responsible for maintaining adequate access to the project from the V2 �etruc ompty with the latest U.S. Department of Labor Occupationaladjocont public roadway through construction and maintenance of a construction entrance k He. a}istrotion and VOSH Rules Ac Requlationar In accordance with the Virainia Erosion At pediment Ga^ rol t; nnn Sec 3.02. V.. worklnc riyhl-af-way, all traffic control, whether permanentor to Furthermore, access to other properties affected by this project shillad be mointainec manual. , be In or w with the current edition of VDOT's work area protection monuW. through construction. zormars. contra, t+nygers must be certified In accordance with VDO'ro iry, '99• aditic•, .„ Road k Bridge Specifications, 5oction 104.04-C. VO• Contractor sholl ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 0 `i• �ntur `.on or to regulation, control and safety of troffie may „ essary by VUOT. V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36' cover and, when possible, to be installed under roadway drainage tel� juad. 4hnil be responsible for acquiring all necessary VDOT - "It -of -way. V11. Any unusual subsurface conditions encountered during the course of aenst,4cussm -hell us Immediately brought to the attention of the engineer and VDOT. Work shall cease in tfwt ��'.^slructlan }.rnnra must be v!cinity until an adequate design can be determined by the engineer and approved by VU0 . r I,e nit ;1,n. a of the V12. id! undercut arnas and borrow material shall be inspected and approved by VUOT inapector + 4iotian of • c*k r,rlor to pinr •nt of fill. /? / C /_/ 14 "IF D C . € B O A.r it/ / 6- 0. B. G / D - P. Z o N e 17 12 A USE : VACANT V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches sholl be compacted in 6' lifts to 95X of theoretical maximum density as determined by AASHTO T-99 Method A. within plus or minus 2X of optimum moisture for the W width of any dedicated street rlght-of-woy. At the direction of VDOT Inspector danstity taste performed by a qualified Independent agency shall be conducted as required in the %DOT Road and Bridge Specifications. A copy of ail tests shill be submitted to VDOT prior to find VDOT approval. V14. VDOT Standard CO and UD undordroins shall be Installed where Indicated on the" piano and further where determined necessary by VDOT Inspector. V15. The Installation of any entrances and mailboxes within any dedicated street right-of-way shall most VDOT minimum design standards and is the developer's responsibility. V16. If required by the local VDOT Residency Office, copies of all invoices for tar a within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured, V17. Prior to acceptance by VDOT of any streets, any required street signoge and/or pavement morkings must be Installed by the developer or, at VUOT's discretion, by VDOT on an account receivable basis. of FIG' WAIzEI-iOU9E EMPLOYEES MAX. ON AN'( SHIFT 75 G. 75 olz 7 S PA G E S QN J1 � � PAGES J•zE QU I IZE I7 '� `r ''>PAGES pP-oVt17EC � Q � � � � i 'INCLUDING I HANt71GAI�PE'� >1 �X \ 7. 6 X , IF = L ooPz A Pr- E A Saz . FT. \ t \ I a oVVNEFL- HA-(FIELp C7PVELoPMENT �-oR-P ' SToW, off . 49 7-Z-1- 1 (350) & & & - -4 00 1 I 1 1 11 ' eNTf=��IsEs, ING GORE , VII2GINIA 7--z/o37 � I 1 ap A tom/ � 1 I \ 1 / \ 1 ZO ING A 157 l-9Tpa.ATopr__ PATE i - pLANN1NG No-rE GTHE PLANNIi46 GOMMISSIoN PERMITTED A FzEDUGTI oN I N THE REG?U I P•E_D rJETBA G K A LoN G 7 5= .3 THE EASTEFzN PRoPEP•TY LI N E A9 ALL.oWED B-( S 1 T• E PL,4, fJ VALID FaFZ. F: FP-Cf•.f Cu° TE -'F iIPPP•oVA .5; I _T C__ p L-- p+ f-1 5EGTf4N IfoS - 56E3 (I) OF THE F12EDeRIGK Got.INT`( ZoNING vP•A NA NG6 ON K4A`( 1, 45 E Cs tIl G THIS FREDUCM0`f4 15 CcWrINGENT UPON -THG At-JbIT10N APPL(CANT RECEIVING WF'-47TEN VEFzIFI6A-ne:*4 oN THE PNbPF_MT`( of OF TH19 AGT1,:-N F5i THE ARJoINING PF'oCIPPPTY OwNE.RS iw1T ARE IIvIPAGTED eY7H15 G. Ez NT F.K FFZ.15 E�S, I N G . Z. 5-Z3-IN& SIC .rENTS 4--14-176-^--, .ERG' •, /PLANNING � 0 MARK D. SMITH %-Ife rife �iJotAl�i;'lre C'oMMEf1(rJ N...2B37 `10-8-oi(o� i3LDG _E S(Lo 'Q /12r (v�' ?r0 4- 11--,)7 Ar->DITI= �SS�ONAL /Z-zs 9,6 ---tl AoD/�i�A/�'c. rA�r✓,(C .� I , reA�—I .eIR..• IilE —,-1 � G A L E I N c is r- -r• �* z.?I SANS MINE RoA[:;) BACK GrZEEK C71STR1e--T --r?-EDER-IGK GouNT-{, \/t2GINIA J A N U A R'i Z11q-, Gre e-n wGt y F_ `-rg 'M Ceti n.c� ►sl /? / C /_/ 14 "IF D C . € B O A.r it/ / 6- 0. B. G / D - P. Z o N e 17 12 A USE : VACANT V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches sholl be compacted in 6' lifts to 95X of theoretical maximum density as determined by AASHTO T-99 Method A. within plus or minus 2X of optimum moisture for the W width of any dedicated street rlght-of-woy. At the direction of VDOT Inspector danstity taste performed by a qualified Independent agency shall be conducted as required in the %DOT Road and Bridge Specifications. A copy of ail tests shill be submitted to VDOT prior to find VDOT approval. V14. VDOT Standard CO and UD undordroins shall be Installed where Indicated on the" piano and further where determined necessary by VDOT Inspector. V15. The Installation of any entrances and mailboxes within any dedicated street right-of-way shall most VDOT minimum design standards and is the developer's responsibility. V16. If required by the local VDOT Residency Office, copies of all invoices for tar a within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured, V17. Prior to acceptance by VDOT of any streets, any required street signoge and/or pavement morkings must be Installed by the developer or, at VUOT's discretion, by VDOT on an account receivable basis. of FIG' WAIzEI-iOU9E EMPLOYEES MAX. ON AN'( SHIFT 75 G. 75 olz 7 S PA G E S QN J1 � � PAGES J•zE QU I IZE I7 '� `r ''>PAGES pP-oVt17EC � Q � � � � i 'INCLUDING I HANt71GAI�PE'� >1 �X \ 7. 6 X , IF = L ooPz A Pr- E A Saz . FT. \ t \ I a oVVNEFL- HA-(FIELp C7PVELoPMENT �-oR-P ' SToW, off . 49 7-Z-1- 1 (350) & & & - -4 00 1 I 1 1 11 ' eNTf=��IsEs, ING GORE , VII2GINIA 7--z/o37 � I 1 ap A tom/ � 1 I \ 1 / \ 1 ZO ING A 157 l-9Tpa.ATopr__ PATE i - pLANN1NG No-rE GTHE PLANNIi46 GOMMISSIoN PERMITTED A FzEDUGTI oN I N THE REG?U I P•E_D rJETBA G K A LoN G 7 5= .3 THE EASTEFzN PRoPEP•TY LI N E A9 ALL.oWED B-( S 1 T• E PL,4, fJ VALID FaFZ. F: FP-Cf•.f Cu° TE -'F iIPPP•oVA .5; I _T C__ p L-- p+ f-1 5EGTf4N IfoS - 56E3 (I) OF THE F12EDeRIGK Got.INT`( ZoNING vP•A NA NG6 ON K4A`( 1, 45 E Cs tIl G THIS FREDUCM0`f4 15 CcWrINGENT UPON -THG At-JbIT10N APPL(CANT RECEIVING WF'-47TEN VEFzIFI6A-ne:*4 oN THE PNbPF_MT`( of OF TH19 AGT1,:-N F5i THE ARJoINING PF'oCIPPPTY OwNE.RS iw1T ARE IIvIPAGTED eY7H15 G. Ez NT F.K FFZ.15 E�S, I N G . Z. 5-Z3-IN& SIC .rENTS 4--14-176-^--, .ERG' •, /PLANNING � 0 MARK D. SMITH %-Ife rife �iJotAl�i;'lre C'oMMEf1(rJ N...2B37 `10-8-oi(o� i3LDG _E S(Lo 'Q /12r (v�' ?r0 4- 11--,)7 Ar->DITI= �SS�ONAL /Z-zs 9,6 ---tl AoD/�i�A/�'c. rA�r✓,(C .� I , reA�—I .eIR..• IilE —,-1 � G A L E I N c is r- -r• �* z.?I SANS MINE RoA[:;) BACK GrZEEK C71STR1e--T --r?-EDER-IGK GouNT-{, \/t2GINIA J A N U A R'i Z11q-, Gre e-n wGt y F_ `-rg 'M Ceti n.c� ►sl