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HomeMy WebLinkAbout014-95 Hoss's Steak & Seafood House - Backfile (2)F 1� E17 E !LIC-K-fOW H G- C-%vu P i I, G L. E G E N D h.B Sazr PGy, 1055, Ids% ti �oGZ_ Fr�iA GON9TRuG?IvK NOTES ------- - ZoNEd'. 5 Z- U9E VAGAN'T I WATEIZ AND5EWE IZ LINES A'E TO BEGoNSTRUGTED t� -----701 - - - -- EXISTING GONTOIlIZ __ INA�OIZDANGE WITH THESE pLAN5. -IHE LINE5 SHALL 7P P 01 KO05 E P GONT0U iZ `'�� - - - - _ _ _ _ _ - - - - - - - - - _ _ _ _ 700 ADDITIONALLi MEET ALL 2EaUlIZEIv(ENrc of THE W 6 2LL P. P. P 0 PO L E - - - - - -- - - - - - - - - _ - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - 70d _ - - - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - - ' Pr-EDE 21GIC GoUNTY SANIT/ T1oN AU THOIZIT *-(. ti G H T PO L E - - - - - - - - - - _ _ _ _ _ - - - - - - - - _ - - - - - - - - - - - _ _ _ _ _ _ _ _ - - - - - - - _ _ _ _ _ _ _ _ _ - - - - - - - - - - - Z THE SANITATION AUTHOKI7•( SHA LL TA P ALL EXISTING ")rt71�i.°)°� EX. SPOT ELEVATION -------------- _-_-_------------------------__--_----------------------------------------_____ - WATERLINES.THE-fWIL.LFUfZN1ZHTHEMATEtZ1AL5 O( +�0+ 31 PtZOPO5ED SPOT ELEVATION FOt2AND MAKE THE TAP. fHE GoNTfLAGTotZ MU�iT MAKE 69g-� __ - - - -- ---- -- -- ' ---- APPLIGATIoN -6)V AND PAY THE GOST OF -THIS WORK CK - -- --- - - 3 THE GONTRA,iTOR SHALL TIE-IN A NEW LINE To AN -10° EXISTING MANHOLE B`( GOFZE DKILL(NG THE MANHOLE U S K 0 U T E 50 _ _- 4. THE SANITATION AUTHotzl-TY MAINTENANDE I2EPAIZTMENT -&o -7. - - - - " - _ ` ` - J ,, oy 15 V, ES PON S I B L E FOIZ 7 H E I H57A L L A T IO N o f W A f E t- _ METER- , B -6: f'V A PERMANENT METEZ I - SET , THEY ° RF�UIRE I) THE FRAME AND GOVE.Z 741 BE P12oPERL ( t l ALIGNE!7 WITH ITS METEIZ BOX AND YOKE BAK '1 Z) THE O J A= O. 1 AG. Vl7DT 2tP hAP _ // Jff GLA551 - DIZ'i 1 p5 ��------ FRAME rL �Al7iCNL�SCC% qND Goy6R To BE SET TO THE FINAL GRADE of y ���o� moo' ' _ _ THE LoT • 3 THE DISTANCE %ETNOEEN THE -for OE THE G - O.� �� �'�� -709 �/� / i _- GOVEIZ ANv THE YOKE BAR BE BETWEEN 10 AHt7 Z( INCHES +C 10 = 7. 2% ,vt ��1I'• / / - - = 7�' , r �r -� AND 4) ALL G,9MPe9f4r- of THE METER BOX ASSEMBLY QIo:0.li5��S 16'Fz , O 1 / TBE IN PRoPEK WORKWG oIZPER, IT 15 THC- Q, F.. ---- J P1zop, JL GUA2 RA I<_ I r / / ' i _ DEVELoPER'S�GvNTIZAGTOfZ'�i QESPON�iIBILITY v' G !l I T Y A g] TOHAVETHE METEV. BOX ASSEMBLY I{ INSTALLED GOFz{ZEGTL"( -7 I ! A DOUBLE CHECK VALVE I:3AGICFLovy t'REVENTIoN 1 ASSEMBLY 15 To BE HAT 6 LCD oN A 13 LINE Gam' pt. Z A AGG SS 40ACb I / I � , l ! �I �" // / I ' I I l l / l I I (F(2E oR poMEsTIG) THAT GOES INTO A 13Urt_t7tNG . StM* and Sete HOLM." - � I 1 THE A55EMBL'( IS To MEET A.5 S. E STAN I7AFZD #1015 1 I + IIotz#1013. 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GL• EAN OUT I , � I I VALVE 6�7, 77 ^ATE RiF�- ProP.l Ci !Tfzs P I N C` W 6l 61 G 6; 1 wI `� -� M N ' HtINDI!-AP EP I I 1 ��1 ��.(E £' i • 1 rTO' n Z7- k iQ %5' F�MP I I 1 ! v MALE �'NGKO PURPLE 1a M I ►mot E r t/Ad I r v C t- i _ PROP 6" r7 A N. S E W c R / N 0 S r o . r I' i' (I�AHl710U T0'T t, E A "�:- LEA0) aA LUI M V C: V E L O fi YPOP uiATErz VALVE ` 9„KS„ `.' 0 Xlo / 5 VER ANG i I �01 DI)I , 1 ,� Z Ho'Sy' G02PoIZATIoN GG'IZE C7tZl1-L PROP, 30WATE17 �i �iEWEt2 �X. a"GMP f1 „ MAh{Hpc.t"s 'f5'BENG 6A6eMP-NT` APPARENT _ O p TEE fZEpUGEfZ 0'�' 1 I IAI�IDFf�lil�,. W � NOTIN Uy f w I t t� 4 �• AIZ15`TOGF�4T At•.tEtzIGAN 7G.4. t'L A zA - UNIT ONE w �' w w r W 0 - 1 \r I i, I I li 11 ,' i I i W m ?< PEAFZ rvoGwool� nl1NGANGiVILLE PA. I663Gi � 1NV.. -' PrzoP G" G TE V L1/ r ND I I i I I I I ( v d. m �. IZ EA . 7 EA . J r'Ro!'. 0' WATEIZ (-1 N E , y 20' Ej ., Z of H. , I 1 I I o r- N $14� 6�5 - 7600 EX.DROFfHLET (pdjel 4� / Mtn O ( - �s,' s1� cX F H P'"GMP694.CFI �' G!3 I Z I = I I,! I I I 1 ' J EVE V-6MeEN �.� LOVVGIZ0uHP, v ASSEMBLY 70Z.B I I I I �AtZIGU4 (JUNIPER, E TG.� BOLLA2D5 10"GMP= 694 /ram + I I I ' ' I W m SHfztJBS GOVEI2 (TYo I t5' GMP= to%'+ 5-1- PRo F.H. r .� 01.E YG. �! L; I , I I mN I � 6D7. Z� �� �LU REPLAGE EXI'iTiNG EX I$I GMP a.ia� 3 i !� O o I i II II 'i 'I I 1 715Lu D IZI BoLLArLDS I- I % EX, IE+" Gr-mp - 6k 0°GMP EX. zlor IN L- T r T. Lb � 1_ F- O) I 1 I I 1 I , 1 dJI M I VI � Z P' C-X 7- 0' STOtztir DrZ.AII-1 -� {\ EASfrIvPENT APPAKENT(Y NOT IN USE .4Y ( f2Eto1 KED� �TOB fLEMOV n� �'• Z I I 1 N' I 'I II Ioli I N r ° I Z P1Z.OP0�iED Tot3 �.S I 1 a N % NO PUT�iIpE STok'AGE LA- IL v r 1 q d LIGHTING MOTES - ' J - - u�il Plz©v G61jZ'i3' e,' � V N � 4 v N v' 1, ; I I ! II r � p l070- __� GLIT�fER O I I ` ' I ' I dILf�ING ! HTtt4G 15'HICGH G U T 2Z w I I B L 701 ----� Iz va�sE PROP. GuArzt7 fzAIL 7os ClTTEfZ m0 7o Z 70 3 moo, _ � 700 N;63� 16' 53V�l - _ZIZ n7 � •�`. •Iti.. te78 69� V IDoT -7-T P CG- J'�GLA55 1 1? ( IhIV.: 6�5. �� \ rztP-IZAP `7W M �A� � 69G a 70 7- s -�� 7. HANDICAP 51%N IH,AIu I t'I "VAN AGGES1i/8L-�' {TA� N 51G \\� I I 0 T'AVEMENT _ xI /UJI r ZU, �L c7 M- u G\ IL = I I I I : ; 'I , 11 I 1 ` IIo i uC x (I uo OFZ 150 wA T T ) CE✓tE�S >•U iE �/CJo M o (T��) p` FiIZ_ �{. / ' I I i i i i i I I - Z VIsOF2s USEp tF NEEpED -l0 MAIN-rA IN HANG I I I I i 1 I x LI�`HTON SITE oN��. A. PPI-0V E P MI 704e, I I I I' I I 1 1 ', 3 riOf7fLIK4 •faC>W z51H S EEU rz:;,LE5 Zo'�HIGH. �EK/ND IE:O A�►7f 4 �%,6W WAPA' aAMe 4Ak'A 9 K ✓ I r I I I I t 1 1 m lU !' o �.-- - - - -,, / CI"i1,S'r :4" 6rECL �( _ - - Az Z7 ' G� � ' ' I /'Y IrE4 TD �E E�✓E 414E ~r O O ! I , I 3.t r / 6 7 G ,�,' AVr- ;w',v�5 __ 2 � r r 1 I r e II 1 11 t �, � I z Z O N I G A D M I N I �7 T fz A To K p-- 'N I' N - - - - _ (TY�) / r 11 r I �! ' $1C�N NOTE j/.IA-9E44 i Aie, �___. � I:;;,1NALL MOonITED SIGNS SHALL i36 IJO La2y6R: r�� i_ ---_�r'1n Tic"' THAW 20% OF THE AV -EA OF THE WALL UFbMJ Gam.. - % wAkcR THEY ARE MOUMT61). f Z O' -.�-tE�•� rr�.,I i t, r�►i. , 1 + j _ V� vuz H AEI rT— �� t. ( t ,�,I-TC ?LAN N o51 'S 47TEA IK A NV e7EA HOU56 M ES TA U MA MT GiHAWHEE D15TIZIGT FIFEDEiZIGIC GOUH -T \/I�ZGINIA R �c �� O E X PO w E R a>' POL E DATE KEV1 7-toH 3- 3-95 51!IL.2ING ePIZb 3- 15-1�>5 F G. `7. A. 4,OMME:N-T57 3-7-0-15>5 F G.S. A. COMMENT-5 3-ZI-'�6 D I AWD PIPE -z7-%5 V 1:7O7 G2r-lf-AEN7•S 4 Zo-�5 LIEHTING- ,--'G N 17ETA,IL.1,. 5 - 3-9g SIGN LDG<,_rioN to Z B-�5 1zE \/. "A " (o- ZV--25 ACCESS RD. i C-MA DIN G A GoMM E N'7 5 -7 - 17-Vc5 I7iZAINAf�E -(SIP RAFT a-Z3--25 VVATe01.'NE@ @SLCPG! 9-5-9s F5m C.e.s.A. II-30-0)5 SIGN > LA, N4VICAPIruC- 3-ZS-pro H .G. F+<K tW, L�,A-ni ,-4 7- (Z-%4 H.G PAPHCING L-oG,gTt oN ___ ------ 703---------------------- i'AKiC1I�Gi(GN7 #wN7_Z11 ___�tnJ _X-t-INV._103r--73-_�_- .�... �- -_ ---- 77/, 704 _ - - _ _ _ - - - -.- - - - - - - - - - - a - - - - -- - - - - - - - - - - - - EL-EV �Cr q 7 4 _ - ' - - - - _ - - -- _ - - - - _ - - - l Oi!3 k F ;,pvt�� FEV. B-ZI-�� H G. PAPWhIG-DUMP TFP i�Al7 C= - _704 - - - - - - - - - - ��- G E - �.�- fig---�� . FX I5T (N G E �ITCZA NGE ' I 7oS � � 0� _� .�� . .� Ml�E z t ---------- „ ON DI•ZAiHAA PIPE -- 70 O _ _ L --- --- - '�� o l7ELG0 FL -AZ -A r n o A P P R X ( v!.-A T I d _ _ ._ _ _ _ _ _ _ H�N.DIGAPPU=.A- P<tPTGfNG " �� Jam~ C _ Rvx. L G — ApPlzox. L o. EX. IS"GONG DRAINAGE IP It - - -_ -yV APP \ � 1�"v Ex �N-F�ANGG -:0 13E IP6M0• Ev E T -- -y�- -- • �rX- _ G 7I - C E gL E - - - - - - - l - - - - - - - � tt E L,� G U2g 8 rU T 16e / T0511?0 '70 %<LTG.— " - - - -- P-- 7010. II TG. 06797G EX GUR 3 ub 34 TG -71* I N L-E7 70%. 34 -�-- '5501 + of1GHT DIriTANGE � INLET Tc IO�Vl1UQP �-_- I G H T -T U K- N L- A N E 1=70 V V IZ GEizTIFIGA`� E '` 5 C A � r I I! = z o F E 91ZU A P� Z7 PO4TFD 35 M.P.H. riPEED LIMIT J O• ZD MILE Tc (LTE . 781 s ? E W' T H C 5A15, E (7.1 `® �- © 1 eaARUCE ED'GER-fIf-Y �TtiA� THE= l f "'DGCuucC ; �' - I''S �i1TE 1'l �' N IS L! P��r�',ON or: H E LArIP GoNVF 7 ED E)4 t1 #, �i f ! 4 0 0 tf � � z ASP HALT (5 M - Z A) S. • 7 I ! V �! 1.' r ' �,,. To �� } a + * f H >205 E N g Y 4 E r~ D Da T L D Nov % q- typ. f�(i0162-8 .J p•�e� Pbr-phpEp AMON& THE LAND IZECOp_t7ri of FVI,- DIIGIL Ne s33 00UHTV I VI!ZGIIA IN PEED 5,9010 �70 3 A K 12 LAN E BZ AT PAGE300AND►°LAT OF t•i.40 WIP(714E5-' ER V!iZGIH(A Z.Z603 F5Oc mvMe( LINE Al2JU47TMENT "- �703) 66Z- 4 185 SCALE 'N C6ET Ii-! PEEL? 1300 p,,31, A PA6.1 I7-7, h` t�fLUGE EDENS t �lNFFT ! G'! i 705 r-. F. = 700 P P-o P. 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VA VARIES 24" MANHOLE GRADE END VIEW AT PROPERTY LINE ADJUSTMENT RWG i , (MW 6" HEIGHT) ca RO ADW AY BOX a O SUPPORT BLOCKS 2- Water Service 36. 3B" O 44- IN REQUIRED AT THESE Vault • LOCATIONS, 4 EA. �O'1< 10 = 24 _ DOUBLE rn Z — z V.4m r— o .� O O CHECK VALVEEMB O — $ ASSLY —1 i a �� 15_ O O < it.\.�.1.�i♦i`i`.l 1.1.♦ �.\.\.♦.�i�', •.. �`f`•�1 t .�i\ 1. �.\i�i i�i i�i�:�. �i\. ♦ .Li�i� 4.•..� ti••. �� r.r.r`{� ♦{•: •r.i.r.: ti{:r .`{�.� ti{�{� �����. { �.1•�{L7;�•�{ • •r�••.{�{�:� Ball Valve Cure Slop with r{{y{.r1{•r.: v:Y�r:i�r:i`{`i'•i:i �:i•i•r.r•r•{,{{f:i'i:?; {�•.{�i•i•i•nr.r i.r•r iYi.r•�si r•{•r• TIP ends, with 2" Gate VANIt Operat»9 Nut 2" Meter Settu4 - Ford Custom Sell" Cataloq VAULT RESTS ON 2 TIERS OF 6- OF STONE No. VFH 77Bxl5.l7, FIP SOLD BLOCK THAT ARE Saddle wiN UNDE " W & OUT, with PW; with BE f' BLOCKS Corporation4�Type K Copper T ibnq & MORTARED W PLACE Stop E xp anslon Loop (Cool»uous from man to Meter without WATER Jonts) MAW a IN NON -TRAFFIC AREA - Use Top Section of I ,OQO Gallon Septic Tank Manufactured by Wnchester Buildnq Supply Co , Inc. IN TRAFFIC AREA -Use Top Section of Utility Vault Model 86G CUS Manufactured by Smith -Midland Corp. M ETE Q `/A U LT PETA I L. No SCALE) (o" DIA GGHL STEEL PIPE FILLEIJ WITH GOHGKETE AN6 PAINTED t2ED Ie,11 DIA ME TE AZ GONGIZE7 E —� '4aL- -AIZD DE7A I L NC1 5GAL E) �> x. LD Lul Q W W 710 lb Z vr-oF � BLV6 LINE 705 00 F. r. - 703 PROF GKApE 700 x �rzAve __ __ — .-- ------ ---- ----- G0HHEG"TTo rT-3LPG 3' MIN . iH A�o2bAHoE I coVEFZ WITH O.o.G.A. 6�5 I Got�E 'ZLb MIH DofZE DRILL E x, M H. f Z 351 L F (ou pVG AH �IEWE �G� 1 Ol to to > 1-ul Q o k 0 x-A} �K T lO 0 r LIN x C w `p + '+ } h°Z 0 I z 3 4 \e,/A-fEf�LINE "A"AND SEWF,IZ I7FZoF-IL � �iGAL-E : Ho2Z. I" = ZO' , VGFz-r. I" - S I % Z O -715 10 -70S 700 oI `ql �1 IN I N� 0 0 - rl r f r i i V. G = I o0 i � i / OI nil {�IzoPOSED GIZA DE / / j � I EX. G2AI7ES !FIELD fZEAD t Z. _ — — zg �S _ _ fl II r N m F IZ o F I L E - A GG E `5 i IZ�A P -TO D E- LGO A z A SGA L-E Hco2z I " = Zo' /Ei2T. I'I = S I LD EXIST PVW'T P IzO F I L L 9 4 DE-iAll✓S 0 W 0 57 7 a STeA K A H D SEA HOUSE IV...E17TA U tZA HT '- HAWHEE DI`iT;ZI(-T FP-'FVEIZIG1,� GOU0TY) V IIZGIH I A � jg)�NSI 5GALE: A9 St -'OWN �=EFZUAKz z7, Ic9-9SH. BRUCENo. 000l�970 3AKEIZ LANE WINGHF5TEZ, VIz IHIA ZZ603Olt SUR(703) &,&Z SHEET Z OF Z EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT: HOSS's Steak and Sea House Big Lots Shopping Center Millwood Pike Frederick County, Virginia DEVELOPER: HOSS's Corporation One 764 Plaza P. 0. Box 1018 Duncansville, PA 16635-1018 (814) 695-7600 DESIGNER: Greenway, Inc. 970 Baker Lane Winchester, Virginia 22603 ( 703 ) 662-4185 v TIMOT . PAINTERENGINEER: Timothy G. Painter, P. E. Nno. 1182,60 (E & S Only) 24 East Piccadilly Street .e� 4'1sJ55 Winchester, Virginia 22601 aw0,o� �,v� ( 703 ) 662-1565 ���SIONAL'.a�' DESCRIPTION: This project consists of the development of a Hoss's Steak and Sea House restaurant, related utilities, and the parking facility. The site is located at the northwestern corner of the Big Lots Shopping Center lot on Millwood Pike in Frederick County, Virginia. The parcel to be developed, is approximately 1.77 Ac.; and including the adjacent off -site grading areas, the total area of disturbance is approximately 2.0 acres. The lot is partially paved with a bituminous concrete surface and there exists a 2:1 cut slope at the western side of the lot which is to be excavated and cut further to the west (part of the off -site grading area.) The southern portion of the lot is a low-lying grassed area which extends to an existing drainage channel. This channel conveys all of the tributary storm water runoff of the surrounding area through the Big Lots parcel. Construction of this project will not effect this channel. COMMENCEMENT OF WORK: Construction of -this project is scheduled to begin in June, 1995. EXISTING CONDITIONS AND SOILS INFORMATION: The majority of this site is currently being used as part of the parking facility for Big Lots Shopping Center. The remainder of the lot is a flat, grassed area being used as open space. There are no trees on the site. Generally, the site is relatively flat. The exception is the steep 2:1 slope on the western side of the site. The total site slopes toward the drainage swale at the rear of the parcel. This area is underlain with the following soils groups. SYMBOL DESCRIPTION 3B BLAIRTON SILT LOAM, 2 to 7 percent slopes 3C BLAIRTON SILT LOAM, 7 to 15 percent slopes HOSS's Steak and Sea House E & S Narrative Page 2 LAND CONSERVATION PROGRAM: The critical areas for erosion and sediment control are the 2:1 cut slope at the western side of the site and the proposed storm water management facility; which will control all of the storm water runoff for the site. This runoff could result in the accumulation of large amounts of sediment in the facility basin. Control of these areas can be managed easily with the proper erosion and sediment control measures in place. EROSION AND SEDIMENT CONTROL PLAN: The following is a list of the control measures proposed for this site. (See the enclosed Erosion and Sediment Control Exhibit for proper placement.) All vegetative and structural erosion and sediment control measures shall be constructed and maintained in accordance with the latest edition of the Virginia Erosion and Sediment Control Handbook and the standards of the County of Frederick, Virginia. These measures, as defined below, have been designed based on the information as stipulated in the Handbook. A. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE: (3.02) Once the proposed parking area has been excavated to the appropriate subgrade elevations, a construction entrance shall be installed at the edge of the existing parking lot for service to this site. The existing pavement shall serve as a construction entrance until the grading operations occur. Appropriate measures shall be taken and maintained to prevent the tracking of soils onto the Big Lots parking facility. B. SILT FENCE (3.05) Silt fence shall be installed at the southern portion of the project to prevent sediment from entering the existing drainage swale. It shall remain in place until the permanent vegetation has been secured. C. STORM DRAIN INLET PROTECTION (3. 8) Inlet protection shall be instal ed at the existing drop inlet structure located in the existing parking lot towards the eastern side of the site; and around the proposed outlet control structure in the storm water management pond. D. TEMPORARY SEDIMENT TRAP (3.13) The proposed storm water management facility shall be constructed first. This facility shall serve as a temporary sediment trap during construction of this project. The outlet control structure shall be properly protected to prevent sediment from being discharged into the storm sewer system. HOSS's Steak and Sea House E & S Narrative Page 3 E. TOPSOILING (3.30) PERMANENT SEEDING (3.32) MULCHING (3.35) All islands, lawn areas and slopes shall receive a minimum of 4° topsoil, properly graded and raked. These areas shall receive the proper combination of fertilizer, seed and mulch to secure a permanent vegetative cover. All disturbed areas shall be restored within seven (7) days of the completion of all land disturbing activities. These areas may be sodded or properly landscaped, if so desired by the owner. MANAGEMENT PROGRAM: All work shall be confined to the designated limits of construction. The contractor shall be responsible for the installation and maintenance of the erosion and sediment control measures for the duration of the construction process. No disturbed areas shall be denuded for more than thirty ( 30 ) days. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. All disturbed areas shall be permanently restored within seven (7) days of the completion of all land disturbing activities. After stabilization, the temporary control measures shall be removed, as approved through a field inspection by the local inspection authority. MAINTENANCE: All erosion and sediment control measures and devices shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structure shall be repaired by the end of work that day. Sediment traps shall be cleaned of silt at 50% trap efficiency and all deposited materials shall be disposed of properly off -site. If ponding occurs at any filtering device, the device shall be drained in such a manner so as to prevent the accidental discharge of any trapped sediments. All temporary and permanent vegetative cover shall be checked regularly and watered; as necessary, for stabilization. Damaged areas shall be repaired, fertilized, mulched and replanted, as needed, until the permanent vegetative cover is secure. HOSS's Steak and Sea House E & S Narrative Page 4 CONSTRUCTION SEQUENCE: The following is the anticipated sequence of construction for this project: 1. Excavation of the proposed storm water management area to be used as the temporary sediment trap. 2. Installation of the inlet protection around the existing drop inlet. 3. Excavation and rough grading for the building and on -site parking areas. 4. Installation of the construction entrance adjacent to the existing parking lot. 5. Construction of the proposed restaurant structure. 6. Installation of the utilities and storm sewer system. 7. Fine grading and construction of the stone base and pavement section. 8. Finish construction of the storm water management facility. 9. Installation of the permanent vegetative controls and landscaping of the site. STORM WATER MANAGEMENT: Storm water runoff shall be controlled by the proposed storm water management pond located at the southern edge of the site. This facility has been designed by the site planner, Greenway, Inc. of Winchester, Virginia. See Site Plan documents for size, type and design information. All storm water shall be conveyed via sheet flow and the proposed small drainage ditches which empty into this storm water management facility. See drainage calculations for the anticipated flow volume and related design data. ` F Q E17 E Z1GK I OVV N E Cjrg.OLI P L G _ L E G E N D D B 9OZ PGS. 1055, 105-) E IOGZ Flf7A G©N�ITiZUGTIO(� NOTES ZONED 0-Z U'7 VACANT -----701 ----- EXISTING CONTOUR I. wATERAND5EWER LINES AVE TO 5EGoN5TFZUGTE 608 - _ _ _ - - - - - - - - _ _ 700 1N A�OPEPANGE WITH THE5E PLAH5. _rHE LINE5 5HA 70( r IZOP05 E v GOHTOU fC ADDITIONALLY MEET ALL REQUIREMENTS OF THe - - - - - - - - _ - - - - - - _ _ _ - - - - - - - _ _ - - -- - - - - - - - - - - F2GDEKIGK GoUNTY '5AHITAMON AUTHOR17i. P.P. POW 5IZ POLE --- --- - --- -- - - - - ---- - - ---- -- - 700 - _ -- -- - _ _ L. P LIGHT POLE -- - - - -- - - - - - - - -- - - _ _ _ _ _ - - _ _ - - - - - - - - -- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -- - - - - _ _ _ _ _ _ _ _ _ _--- -- --- - - - _ _ _ _ _ _ _ _ - -- -- --- _ _ _ _ _ _ _ - Z THE SANITATION AU-THORITY 5HALLTAP ALL EXI5TIN5 t 71S �7 EX 5P0T ELEVATION - - - - ----- - ------------- - ------- _ _ ___ _ _ _ _ _ _ _ _ _ WATER LIHE5. THE�(WILL FUFZNISHTHE MATEZIAL5 t 70♦. 31 PKOPOS ELCr T ELEV/1TIDN - _ - - - FOKAND MAKE THE TAR. THE CONTRACTOR MUcrT MA -- - - _ _ _ _ _ _ _ - -�'- APPwGATION FoIZ AMP PAY THE GO5T OF -THIS WORK THE GONTRAcToR SHALL TIE-IN A NEW LINE To AN EXISTING "ANHo(.E aY COKE DRILLING THE MAHHpLE THE SANITATION ALITHOIZITY MAIHTEHAN6E DEPAFLTMEH - - - - - - - - - - - - '_ J - {,07 _ _ - - - _ _ _ _ - - - - - - - - - - - - - - - - - - _ _ _ _ - - - - - - - - `-=�,�oy 15 KESPVNSI BLE FOK THE INSTALLATION oP wATE R. METEFZ5 . B6FORE A PeIZ"ANEHT METE2 IS SET THEY _ R6aulfry : 1) THE FICAME AND COVER To BE PKOPEKLY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LIMITS OF CONSTRUCTION �' �'' - _ �� ALIGNED WITH ITS METER BOX AND YOKE BAlt Z) TH FRAME AND ,,oy6R TO 13E 5ET TO THE FINAL GiZADE dP THE L49T 3) THE D15TANGE BETWEEN THE: -TOP OF THE ' 60VER AND THE YOKE BAR bE BETwEeN 10 AHD Z( INGM EROSION & SEDIMENT CONTROL KEY / - I r -- - --� :;' -- AND 4) ALL ;0MPoHENT5 of THe METEFL BoX ASSEMB I I i� TO ESE- 1N PKoVEFZ WORKING. OKVEFZ, T 15 THE T J 3.02 TEMPORARY STONE °o°o°o°o°o°o°o°o°o° CONSTRUCTION \iE 0000°°0°00000000000°°0°°0 102020°02020?00_00-0- ENTRANCE 3.05 SILT FENCE SF x--X-x —X 3.07 STORM DRAIN �P INLET PROTECTION 3.13 TEMPORARY SEDIMENT TRAP 3.30 TOPSOILING TIC } 3.32 PERMANENT SEEDING PS 3.35 MULCHING MV LIMITS OF CONSTRUCTION I I EX M6TeIE SAL ILT - - - - IP90 - - - - - - - - - - - - - - - - - - - �i / � I I � i ----- � � �DEVELoPCR'S/'GoNTITi1GTOi2'S QESPON�i1B1Lt EROSION AND SEDIMENT CONTROL SF ! I / ,—� To HAVETi6 METEiC bOX As9EM9LY I ! ! ! , ' i _ _ I I 71S �¢ INSTALLED coRRE6.71_ . ILLUSTRATIVE EXHIBIT �p o ►� V`^ I �o , , , , , , 1 / � I , I , I s LIMITS OF CONSTRUCTION 000. 001i (�\ I TO p$ MU t r= ` E X I" 7111 ` I I 1 L� �' r- SF 1 1 1 1 c LIMITS OF CONSTRUCTION 3 I b' 5 3 V�I - Z Z I 11 1 t 1 r 7 1 .► 70v a u l l I I I 715. 4� GUKd OFFH1NG O Y f. a. s A. ("i l 6 x I s T 11 r G 0 H i- K e T r Q-*'r't . -- -- --- --- Ex WA T E r- - -- — w LIMITS OF CONSTRUC O '7AH SE VJER' /K// WATEK VALVE riZOP 30' WATer- t 4EWEi2/ G►•/ Ga10E vrtlLL ' �6'BirND Ex EASEMENT' I MAN HOL-G • NOTINU* if w PRvP O" WATE2 LINE: EX DROP IN LET Ex �� T°P • b� T 00 - -- ---�-- MBLY L; IEPPS �� ` ---- _fb"GMP•b')4 �I - OF ONSTRUCTION 10" G► �► - b,+ 4� - - L IS"GMI� 6P)4 5�4 97 27 ems• <Mr, �'R6P'LAGC CA14TIN6 Ex (swG)AP . /'v �OL•LALO�i � Ex 15� GMP .}� ArPAK8NTL1' NOT IN USG 1r y1�KIPHC.LIH E 7 .iUT 'CAVEMEN I' �G frc n4irw IL: 0WMW% AWP I .V A A � �� i .i war 0 T � It I7iEft 17 A =ifl•9 I*- y yr- yrrW 0 ,♦ '&WA fA a' IM" !a I Aw*%, Aw DUMP'5TE1Z GATE DETA I L- - 703 - - 7o�1.t9- 1� ;X19TING 6 N T(ZANGE 711* - 706 21 T C PA it E W I T H �" DA-,E ( ZI A ` z ASPHA LT ( IviiffiV ZA -rw 0', *'OV.0 Atil wr ur'"i /e.:'rnr • _ ��� V Do T'P �C31C-Z� D. G A eA 1 1 I I I I I I I i 1 1 • ' I I I I. Is too 1 w ENVIKaWK45i L_ FEATURES TYPE EA A r-EA F1,WPIPLA I q 0 LAKES AND POND1i O WETLANDS O 91H0CHaLLES 0 NATU RA L 5T0 iZ M W A T E IZ_ RETENTION AiZ.EA'i O 4TEEP 5LoP65 5% 02 CREATE R> O I waIL�Q LA H DS o w w H N w z v T - J 3 � 71S 79 v J Q 'Z x Q of w W m pL m 0 N_ � J u, m 715 y p W LU Q z N � v \ul J D LANDS-GArING �7, iOl. 2- x O IS = II. 7G554 GT. LANDr7GAPED AZEA IZEaLJ'ZED LA1JD7,e-'A e2 ACZEA PROVIDED' 14, Z32i SQ. FT. PE- V_iK/ ET 6IZ 1957 - Ito Z4 TIZEE�7 2EGt. D, N TEfLl02_ 145 = 1'0 15 TFzE a 1ZE4' D TvTAI, TFZEE5 :tfi42'D 3� TOTAL 7JZE165 PizD�Jl DG D ' Qb ZCG' MAPLE 7 EA. MALE GIrIGKO 5 Fr A Or.-, -"c_L BKADF0RGo P e A K 13 eA 6✓E Z61tra E N ` SHZUB5 (VAKIOUS ) UMITS OF CONSTRUCTION ` `to - - _ .-' .- - - - 7Z + I a I- EX I"TKEE K �3 9 GONG. 51 PE WA LK , r I HoTe . LAY TY -AZ • 't lit - v ' - '`• / /J / �.ii/ \Q� ti ; tom. i' 1 I ' WITH MULCH ' Y'i E R T V. SLUE RUG JUNIPFK �"• " / ' ,+� ` * l ljj 1 5' oN GE NTE 2 O '/ •; k� I r .� �� sr. F� EX I" THE E Z• . 301� *IT. 1 Vv 7•z - / w LIMITS OF CONSTRUCTION �'� , � 17 _- - Q EX 10' UTILIT( EA�iEMGNT=GL121�t6 TE I D.6 r,&l ,r0.7zz P ,So ->�! -- _ --------,Iz r; ZELKOVA + E A D e� LL s W a 0 >Y � KE V. 1 .I U S ROUTE 5D T iku V1/Ixcfier�er II_ 65' LY/ 1� TY VIC-1417Y MAP gaALE I"= Z000 = GEN Ere! Q L No7E5 ,iiTE AV -EA = 1.-77 AGIZES 012 -77' IOI.Z Sca. FT TAX MAP * 6,4A (( A 1; Ioi A ZONED 13-7- EX. USE V AGA NT PKvP. USE' 1ZE1iTAUfZANT MAX BLDG HEtGH7- 35' PeoP BLDG. HEIGHT = Ie, P2OP. 13LD6- '::�1Z E -- of Z9G '50- FT. �iE7 BACKS FKONT (PfZ(MAFr- Y HIGHvl•/AY 50 FT. 1�iIt7E fc iZEA F_ = NON E F.A.;Z. 2EGZU11i VZATtO = 1. O' 0), Z°i(c - -77, 101 Z = O. IZ rV-,9POyE D V_A-TICS PIA V_ICING GALGLI LATIoH5 IZE5TAU12AHT 5;a F-T. C IOo 56?. FT. = ')3-7FAGE5 R_ECD TOTAL PKOPos6 D ' Imo{ 5 45,PAC E HANC7IGAPPED PA (-KING %>PAGES � ►zEczuleE D Gi P KOP05 E D LOA2ING SPACE ( 21✓ c?L112 E D I PROVIDE D e7wNER M IZIA KA H l0'9EH t0 EA-rT 619 T_H OjTkfEET H 6 W YO cZ 1K , H . Y. 1 00 2-- 1 %JA IP;te� DE_ V E LOP E ;Z ? EA- rrOss' ePoi: A TIC,H ,�++ Doc,wOov 74,4 PLAZA - .1N1T ✓tit to Du'.GAt,ti VIL.L.E , PA Ito oars (1314-) G05 - 7600 LOW GROUND _0V612 (J U N I P E R, E TG .) plans approved by: r F ederick County PuLblic Works Department st�✓ D ' ctor of Putbl W rkS J -r Date APPtZ-OVED ZOktN6 ADMINIISTICATO(C PATU � I-7E P L, A N H o55 If 4TCGA K A HD 57EA HOUSE ZESTAUZA HT sHAVVNEE D15T1ZIe-T FIZEDI,ZIGV GOUH7Y� �/►tZGIHIA II I 'Ar- x''/! --_ - - - - - _ - I� FXIyT1N co G Cd TO K AAAIN At I - 7 T�- ' �02 ,,� �,� 711 Ex. POweFz 70Z 6OT G -7e0 7.l� _ _ T G�i�. - - - - - - —. - .., ` H`E•/ 83 T. - - - `E S G Li P 1, L_IMIT_S QF_ CQNSTRUC?IODI - - - - - - - - - - FMA1[K AND Fx I¢xI►JV _70�- r Ex-1B' '0� =�04-I T PS ENLL►=—y _ - v = �c� 4t ti wATE2 H V _--`---7e3-_------------------------ ��.-- ----- EL�V•�01.41 7oG (_— OUP_ -- __�C- 707 ---707 ----- �JW `Tot3fKEM47V6o)� LINE --------------- --1c7♦---------- - __� -- �.� ��= ILEM - _ -- - IrV ;07Z1 EXISTIN6 614"TKANGE 1 o11 _ - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - _--'- - - - _ _ _ - - LIMITS OF—• - G _&,x-I;�4 LINE ��,o7------------------ -- __-------- _ CONSTRUCTION---,o�- J 70 .0*TG 705.1)4LG T05 57T.G 70(r II TG �U(r.i8TG - - ---- - T �i U iZ V E `(O iZ 15 - +-7 T° G+�KTIFIGA^CC � 5 GA L E l " = ZO F E BIZUA IZ (Z7 1 1')'D5 HE1ZE6 CER.TIF`( THAT THE LAND 1krLUDE9 U ���E� i U.S. ROUTE S O - MILL VV O V D PIKE IN TH15 4lTE PLAN IS A PO1�-ION OF -1HE LAND GoNVE'(ED r TOM 1 R1 A M H xO5 E N B Y r7 E E D DATED NOV 4, 17 7 4 N0. 000162-8 /r� r C C lNi w a 'L{ � YL G AND IZEGORnED At-f°N6 -THE LAHD RECo1ZDS OF J THIS SHEET TO BE USED FOR EROSION AND SEDIMENT ° zn `}° 13 A K e � L A r1 E FIZ6DEIZIGK COUNTY , VI RGINIA IN DEED BOOK 030 MEASURES ONLYi — 1 ( ATPAGE30DANDPLAT OF l' .�OW1NGHE5TER �/IFZGIN(A ZZ603 rONTROL �OUNDAft(LINE ADJUtiTMF_H7 �S (7D3) 66z- -f 185 SCALE IN FL;.L:T IN DE6D BOOK B31 1 PAGE IZ7• H. BItUGE EVENS, L.S DATE KEVi-710H 3- 3-OS BUILDING erIZ5 3- 15-�5 F.G.9, A. GOMM6HT5 3 vo T)5 F G 15. A GonIMENT5 3-LI- V6 D.I AND P1PE SHEET I 0ft �I L EG E N D FP_FVf .LI KTdVVrl E C,k-vl'P 1 L G -- 17.13 Ooz, PG5i. 1055 Io5� ti IoGZ FrfiA GON�7TtZUGTtotl NOTES -----701 ----- EXISTING 017HTOUIZ - _--- ZoNED: 13-Z. U96 VACANT — 70( i'IZ0P05EDr GOH-COUfZ Ir1)6 - - - l'-- - - _- l iHATFR AANC EWEIT LINES A'-e TO BEG i-INE5 GTEDta 700 —� IN H�oKDANGE WITH THESE PLANS. `IHE LINES SHALL T ` ,� � ADDITIONALLY MEET ALL 2EaUIREMENTS OF THE c w 11 N - - - - -- - _ - - - - _ _ _ _ _ - - - - - - - - _ - _ - _ _ _ 7cu - - - - - FIZEDEIZIGK GoUNTY SANITY TIoN AUTHOFZ17Y. /. P. P0WE2 POLE ---------------------------------------- -__ L.P. LIGHT POLE -------------______ ----------__ ----------------------------------------------------- - � +71Fi. °)°J EX. SPOT E:LEVAITIGN �----- _ _- _ -_-- - - --- - ---- --- - - -- -_----------_ _ _ ------- _----_ - - - Z. THE9A4ITA7IoN AUTHORITi SHALLTH ALL EXISTING J -- - _ _ - _ - _ WATE2 LINES. THE{ WILL FUFZNlSH THE MATEKIALS FOIZAND MAKE THE TAP. 'THE CONTRACTOR MucrT MAKE +704. 31 7KOP05ED SPOT ELEVATION �� - _ APPLICATION FoIZ AND PAY THE COST of THIS woRK -'- --- _ - - - 3 THE G0NTRA6,T02 SHALL TIE-IN A NEW LINE To AN MANHOLE B'( GORE DRILLING THE MANHOLE U 5 1Z0U T E 50 4 THE SANITATION AUTHORITY MAINTENANCE VEPArc.TMEHT �.�7--- _ --------- - -- - ------ ----- ----- ------ - _ _���� 7_'-- --_ ----- ,luy 15IlIlcilBLE F02THE INSTALLATION of WATER METERS . BEFORE A PEIZMANENT METER 15 SET , THEY _ _ IZEGZUIfZE 1) THE FRAME AND 60Vt:Z TO BE PROPEKL`( GI �� a { _ - - - - - - - - - - - - - - - - - - TOZ ro4i - -To'• i - - - -1` ALIGNE A- G D W171.1 ITS R BO METEX AND YOKEFZ BAZE J ) TH O. I A . V DOT �iT D. E G 21l P- r-A P GLA55! D�� 1 - - . 0, F2AtifE qND GoyER To BL t SET TO THE FIN GRof ADE ,�, WIHG fe er S THE LOT 3) THE DISTANCE BETWEEN -fHE -foP OF THE I- --"•'j 7 -7 -700 _ COVER AND TIIC WOKE OAR BE BETWEEN 19 AND zI INCHES QIo = O.(e5{S Ire' i2 ,/,q f�` AND 4) ALL COMPONENTS of THE METER BOX ASSEMBLY 10 1 J / 7o gE IH PILpFIE IF- vvoIZK1HG oIZDER, IT 15 THC- Y' G ' pR•oP. GUAFZ RA 1 I'''(T MAP -- - � S7 TO HAVE THE METED BOX ASSEMBLY ' / I 15�4-,i5 INSTALLED ooRREGTL( -7GALE I"= Z000 A ' I I I / / ✓ I I 5. A DOUBLE GHEGK �/AI VE �AGKFLvv/ t-IZEVENTIoN 7- A A GG �i S ' � l� D / 1 ' 1 1 1 / / 1 I I I A�iSEMBLY 15 To BE IH-iTALLED oN AN`( LINE / I 1 1 7 / 1 1 I I (FIRE Oil poMEST,�) THAT GOES INTO A BUILDING . - , _ / THE ASSEMBLY I�i To MEET A.�i S. E STA1It7ARD #l0(rj �� �� �� tHOU�A 1013 . IF THE ASSEMBLY 15 MOUNTED IN�i,DE `!c 71 0 7o I I I I 1 I 1 ' 71 I I - R s 0 7 zo t1 �h I I7� I �131 I ¢ I I 71 172A BUILDING A REMOTE READOUT IS REG?UI�zED. Cr EH E IZ A L NOT S 35' -- V. rzertvVE I:z C MITE AREA - I.-77 ACRES O12 "7-7, 1 1.Z 1`7GZ. FT \ 1 1 I I 71� -7 G Rt3 TAX MAP # G9- (( A �) lal A I I G N C7 E TA I (_ H O EGA L_ E A. o. Is Ac . 10 = 7. Z7 I. IS G�9 z m ' tf\ 7- > N= IL x u: IZ�vE1zSE uTTerz 3'L•4 K B OMNI H6 0 Boa PROP. 6,UAIZD IZAI L_ 70 70 7-8 Q/ Z 3 %o 70o I N;6:3 I6' 53 Val 19 6'78 b�'o ov V I7oT ST D. E6-- L A ?� 1N. V: 6�5. Hr4NDIci+P SIGN IHtAN I {'I ' 12l - FZA P \ M i3 A VAN AGGE5ei181 cif 6�G I I o 1rmap. 41 cu 0 •�'� OPEN IN6 17911 G U. 0 3 lll F� I EX M6TEk' N M ILIA M N. 1Zo9EN D. B 830, PG 300 GON E Ip '. 0- Z- Lj7E' GOMMI1tZGIAL 6UTTeFz IN TH15 AREA EX. I"TREE Ij15 17 ENvIiram 4EN`rAL, IF A- utzE";? TYPE EX . A fzEA FLa2VrLAIN9 0 LAKEcj AH17 PoN175 O Al ETLA H ps O ,iINKHOLE�i O NATU RA L STO1zM WA TE rZ ZoNED 0-2 EX. USE - V AC -ANT r;OF1 U5E. IF_ E9TAU(ZAHT MAX 13LD6. HEIGHT - 35' PIZdP. BLDG. HEIGHT = 10, F, V,, BLDG. y I Z E _ Z1�)(e r-GZ. FT. GiE7 BAG KS - F1ZdNT ( PRINtAKY HIGH WAY 5o FT. 1�i(P G i IZEA F_ = 1-40N E F. A IZ . IZGaUIle- P IZA -TIO = 1. 0 vj, ra izOroge 7 rATIC7 PAV-4ING GALGU CATIONS IZE5TAU2ANT J, 7_96 SQ.F I G' l/Ioo 177a, FT. _ '>>i '7PAC-6q P.EQD TOTAL PIZOPo 7ep I-j-,Z �inF:GES HANDICAPPED PA 2KING 9PAGE5, 5 �EQU12E D y Piz e;,Po51, r? _ SITE PLAT L_rA PING 9PAG E AP_ R VET I rzE du 1 Iz E D. 1 r,w-e2v1DE D I"A IZI_IN0 LOT VAuLr 6 s <.. - OWN�K LIGHTIN G C�-TAIL_ ��� 7=� — I IEIE Z 15 �°� 3 70TA L TtZEi;ci P20�/I DE D = 3D M I rZ I A KA N 1209 E I J g" x r3" TAP r2 - - - - , > = IO I - I v 40 EA -I 6&9-TH STREET BY FG 5;, A. F _1 EX I TING G0H GK E T E fDE /A L (7H1 5 P RTio O11 — [;X. 51Fj WAL 7O E jZEMOVED �W �Ivz_P II PAIZICINGLIGH'T5 7Z'' I ��/� ! 11 � � r, 7 PL OV NE"I, �J�!/ I4 Y. IOOZf In - I (T(P.) 1 O RE MA E K ZELEA A pRoP• I"b�Lu- P1LyE a k r V. 5' I I , + 2 E A. ri — X. '�!/ATE i� + ) lP I-ATEN• I- 1 PRo P. GL EAr10'cJT �oI I I I I � � - -- I� VAS ✓c -- — 6'�7. 77 r NI — -- -- 9 Q / P I p �p N I� 1 1 I I I W , W 1 — '�'� N1 �� / HAN'DIGAP E' E £' � . 1 � 'J Q „�► 0 �a' P KOP 6 '7 �, N . SEW K + 6� ZZ , kl /Q D.5' F>gMP P I I I 1./(IETE �AIU T I v MALE NGKo ��.' PUIZPiLE I - -rr. WATEiZ VALVE N o 1 I � _ LEA F E ID PU-I M t7 E V E L O P E tz LbI o PROP. 30' WATE2 �i riEWE12 0"x8"I� G'i 5' ovEcz.+ANG I I I d F ,u \1 G IZ E D IZ I L L S r S ti I I (INI I TH pbt)' 1 1 F 7 E A EA . I y N D E X. $" G M P / I IZ�A Db U T� ill `I MAN HOL•� `� / EA�ie-mI,Nr ArrAKE sT — O W , I 4 a• .AfZiy`iOGIzAT y AIv1EizIGA1a p Z NI ON BI1��rl , I L, dAT DI 1 Z U` Ho99 GOP Po2ATIoN TEEr REDUCE-¢ �'6 1 ! I 14411DFr F•i1�G1 tU � e NOTIH U 1 1 7G4 L A A- UNIT E I I I I K� P E A IZ ill -- / %; �•� � w '>_ w I w N D + I V, ' 11 I I I I 1 , I W I Z E A. llT -7 E A. L I N GA f{ c! V I L I� E FA. I (o 3 �i f ------- PIzoP. 0" WATER /,I N E 1NV. • i J ZO P►zaP G" G TE V LVF7 Z' 'j H. 1 I , I I ! I ' ' I I I ! o tr 514) 6D5 - 7600 11 7FZO�INLET (p')4. `? 7 MP � I I I I I' I 1 11 I � r Q O �;.. 'r cX F H. ZB I -- A55E"OL`( ---- 0 GMP>60J4.41 / /" I I I V� BOLLARDS 10 GMP= 6�4.<�� + / � II i 'I I I i I I I i � � � E✓EIZGICEEN ' n ` - I 1 \ fc � LOW GlzolaN V SHIz(1F35 G•ovEtZ (TYv 15 CMp= 0oja 54 .� 1 L;J 6�7.Z� 70G8 Q I I 11 N FLtoUs JLNIPER ETC. PRo F• H• I ol• 6 r m (VA C / /REPLACE 6XI�iTiING X , 1 II ' I' I I I I I I r41 ,15.0� � p P _ n 3 0 I I I I I I I u3 BOLLAIz.17S E Ip✓ GMP - - - - EX. IE" GMP _ - 6X_ 10"GMP EX. ROIL IN;L T / cIr / U ' I - ~ O I I , 1 1 1 1 I �I M fl Z EX. ZO 15TOPIA,r DI2.A I I -I lli / EA-7 N7 APPAZENTLr NOT IN U5E � - � (TOM IZEN1 KED) (To Of IZEMOV D) %5 ec p Z u I 1 1 0 I 1 1 NO OUT11 DE `5iT012AG E ,t -1 / () fY1 14 1 0 1 1 1 1 1 I o Z N P IZO PO S 6 D l.a_ Q "� O � ' ' 1 r J Z I I K1N6LI�!E �� � � U• f � ' I ' I a ,� I r r� I i 5, oo i I I I'/ I �R Z 0 Ir, I I I- �� ? Q LIGHTING NOTES - J , ln190 IV" — -- 1 WI PIZOf7 GC�-i3•O `, N 0 4 G U T -�� 77 ¢ GUT�FaIZ p v _ IL 11 I I ! ', I t ' I B IILDING L-16HTI11I 1 6' H IC-H AF 701 - I I I I V.b O.T. oiTD. GUA R IV 7�, 42 209--E0 (�N Ll� i110 9Y, $ � 11 I! Z Z' ^r \ IZ O P O 5 E D III I li I' I I II I V Q \ LOADING DEL EIZ \ A 12 E A FA T�,tp>l I , : w' .r1. 1 �N APPPo/1GFI PAD G�O`y5 �''x z4' �GoNC.) .\ ►AYf�ly1�- 1 ' I \-AQ I I I_l, I ",a (o " TEE TAPI?aD pl-UG I I I I l 1� V N b� Z !3 z 0 \ ZO' WArE2 `Clio I I 11 1' 4 _ PA ►zKINGO45�13END EA,EMENiC I I I 1 I I I' LIGHT1i {TYF') 1 w IZ')< 46' LOADING SPACEH I I,f. Z,"A T � Ex I" PETENTIoN AREAS O TREE yl E FP 5L.OPEs O �15'/0 02 GfZEATE v-> O N ✓VOODLANDS O N I- A H CI r II-'.G EX !" -17 101. Z X O 15 = II. 5<oSGiQ.GT. Tv- EF 1 L.AND5jGOP6P A►zEA tzEG2u1IF- ED Q LAWI "ED AREA PLOVI DE.D = W Ul 14, Z 3 3 S a. PT �( U3 P E I k A E-1 F_ IZ -9 5 7--t 0 _ F z4 TIZEE 5j IZEGZ ' D. T NTE1210(L 49 = 10 ; 15 TIZEES U! � z To7AL TIZEE5 rzE6Z'D = -39 I 0 T'AVEMENI kl i [ wl � � zv' � � � '� � = I ' I , i II 11 I\P � Ila I � � � No ofZ Iso WATT / L i- x Sf � MA/Ati A-'- C4^41I AM` � -�— � � awrx 15 I� Mrs'Af0IV/RA7iS - �7�4) a n''EiZ- ll� I 1 1 1` I QENuvO 9,2 NANG I i , i I I , �- � Z VISOFZ�s USED IF NEEDED -lo MAIN -FAIN 1 �I _ Ll6HT ON SITE ON L`(. /RV f�xx'Q`L4FR/ALt4 Q ` I I 1 1 I 1 ' ' 1 T n MI' IU-A21CING LoT LIGHTING HIGH-ZESSUIZE 7o L. 8 v. I I I i I I 1 I 3 tl I I 1 I I SOpIUL,(vV) oN '4TEEL t?OLES Zo HIGH. Z7 1 1� 11 1 I I I 1 I It.IrE6 To,� E/✓E ff �', !fr'r9-0' Z� _ �,� / ie>•E ICi•T � N - �, i'�T-Av-v*V6 �. _ ' I 1 ' I II 1 I 1 Ib 7z - - - - �`� (Tvd) / 1 I I I � I � SIGN NOTE p AYE: _ i $ 4 p - / / I E ;,-I r - t V\ V\ F•I/ I m Al 6 -- — _� // // I ' I•. ,:,:.,( WALL MOUNTED 51 CANS 5NAL. 13E NO LARCl6R, { to 1\� Al/ \�i } THAW 20,% OF TµE AREA OF THE WALL UPoft1 / } WwIG47 'IHE`i ARC MOUNTED. Zo � /� !%�%'i�I2.1•i(ram fa ,;y� i � , x I'' T z E e AN G�tio 50' B lz L. o, :.- q I P A T E K E V1-71 0 H ` o• ` -c' I p I I I 4' GONG. SI [7E WA LK I \ /�I _ 1 yt• 1 1 PROP. fU12B �� // / �/ / O 1 \ NWI-TH MUl GH YP/N5E R'r 3- 5-D5 FIGL7 A.GGOM ENT-i ' £ u 3-ZO-�S F G.S. A GOMMI�NT5 N O 5 5 I I P2oP G TTE� .� / / / \ EMI UE RUG JUN'FER. t o ��. ,'' 1 �,� t �NGE�.TEe TEA K A NV e7eA HPd 9F- L__J --J SIGN 1 �� I / / /�i' ., rA,• ; E i 3 ZI - 95 vDel D I A 7D G I PP- E N 7S EmTRANGE z Z ' w �— - , ' - (4 _ - z% yy 6'NIf;H ( 7— fff ,1p "w i; bX I" T(ZF E V. ES TA U KA N T 70 3, x co 9ir;g x 1 , / I i I q: :I LU / I �' • r<.;:.,.::.. :......:::.:.:..:.:.i�.,:.,...: A Z.o-195 LIE HTING - �'C N DETAILS DUMf�iTEV, GATe DETAIL °L / '02�r. l P2o� ::::::::::::::: _ — L— 1 1 51rlN 71r, 84 3 - 3-�F, SIGN LDG<,, IfoN Cse�oemll,)'Izev "A" �iHAWNEE D15TV-IG / to Z>3 %5 T _I'�'•CoNc.�Ase - - ^7aL--- N I : � t � ,,,� - -11G �-ZoJ-�S AGGESS�D. E GRADING 715 c.5 AGoM/N1 ENT 5 6 V F_ G bC GO U N T i, \/ I tz G I N I A 70Z \ \ TYP. TYP. EX 10' L:;!bITY E45Ef✓Ei!' P . U - _ D. B. GGI PG. -G ,. ---- ' ' Gl1 \ -713 7- 17-�5 jjI2AINAGE - i2.IP RAP FZ.� � G E �l r Z3 �r7 WATE2 1 ' N E @ eS (f- II II 7 3 \ 7. EX p P E, I 7o1�`So \� - - -1 - _--- Z 5-95 ESM' �.Q.S.Q. EX1 9 IN G G 26 TO tC IvIA1N I I iG, . �� 1pZ f .r } _ - —� 7r, 9- EX POwEiz — --� - `70Z 5e2TG - �._ �- _ ��'� - _ \ 11-30-P5 SIGN ,c L/ 4V5;c. FPING p �l1 NG LoC,gTj o N _ 7oz -790 - T.G ._ - - - - - - - - - �0_56T.G.- - - - - - - - - - - - 700 B�✓ l'G . 5� - �,r - - T- - - - - - - - -_ _' - - 3-Z5-�JIo N.G. �1 EX ISTI.C• EN FZANGE - - - ------ ry v1/EIZHI, trz------------------ -- -53 rE P. L_— ='�t ry' t�€.r:+ I I - EX-113' i;V Y-•Ur.IZ --% � -- - - - - - - _ '''JV -L re 44 / - _"--�� f'. P. EX Ex. fEti" GMQ �To@E av l o _ - - - - - - - - - - - - - - - �- - - - - - 9AFtlCI hTG `31GhT'S- - E N V y X I 7- 1 z -%(i H.G PAP-K(N G LoG.g7rot.1 - - - 7 3 - _ _ _ _ _ - - - _ _ - - - il` N ZZ 11� _ age'- - 7ICEV. 6-ZI-%fo H.G. PAP-KatJG-DUMPSTEP- FIAP �- - - - - - - - --70�(--= - - - - 0, - - - '7v' 4Z - - - (TMShQl/i�!- - 01 k 7 0 �{. - - - - - - - _---1--- _._ - - - - - - - - - - - - - - E L-E U = 7 4 I 7o I FX „ E PIP - - - - - - - - - - -7 0 S - C- - - - - - - . - . _' - _ _ .1- V Z -rep I !7 EI L G O E f� L-A Z A E APPRvx. LOG. eX. I� GONG. DizAINAG \\ E rAPpRox. yoo. EX. 15"GONG DRAINAGE APPKOX - _ _ _ _ _ _ _ _ _ - - - - _ - _ _ - - ® fL 1 p L J_ < =A T I o� - - - - H�KDIGAP�FD- PATGfN?� - =L F --- \---- �F_za -Z P G- _ ryX-_GAS-I- E - - 7°`'�/ANACGEy$Ig(E "ciIG�N --_ 7.7 I707D.A. zil"ANDA _ - - - - - - - - - - - - - '- - - - - - - - / Ex-N7pANG6 "O i3E T?FI05 1 G 7o5.14T.G. �05 57 T G + ®=-,1=-' - --- 7a^ _PLrG w '1a ST Gb- �' i) ate) U�B ft:' rE1Z 7 �. 70q- /)q. T it INLET 700. I I T G . -06 % 8 T G cn SIGHT C7ISTANGI_ � —�Ea GUR.z ca s4 Tc G 710- INLET 7001. 34 w . i t•u n� r, iZ I G H T T U IZ N LANE SC,I 2 V `i02 4- GEtZTIFIGA`I �/%�,�� ScA L 1 III = zn' FE13 aa,vY � PO,TFD 35 M.P. H. �iPEED LIMIT O Z� MILE TG RTE. 70>1 YC-r41?; GFP_TIF'Y -TL+A 1 TMF L 61117 1NGLU9ED ptt^C f` E WITH G BA-, ?. I f � 1 -r l I r1 E ( � .,,,. � 5riITE L /! N S C vG Iz ON Of: . H E' L A ri n GON V F i E D G.i t'I. Bf1V�iG �� I z ASPHALT ( 514 - Z A) S . ® Ii.; ® / w d 0 �✓ r I To Iv1 t 7' ! / H 1705 E 1-I �3 Y D E E D Del T i- � rl 0'✓ 4 A�Ir7 ttEGo�I7ED �N'oNG -TNF LAND REGOPDS of / PV6PF6PiGIZ GVUNTV VI rZ&WIA IN DEED 13ook' 030 0)70 3 A K F- R LA t: E t 0 WII'; +-IES E!7 V!RG!H!A 7Z(603 O`�- - — AT PA6 F, 300 AND I'LAT OF T ' RY I 1 AI�JUSTM I'T SUR (703) 66Z- 41 S5 GGAI-E N FEET �OL1NDA L E E L DEFr� ►30G'L 831 AT PAG,- IZ7. �' t�RUGE 17Et+S 1 ` S N F C+T I r 2' tttttt� 7�5 � PP-aP. N +r 0 EIZ- L l til E �rzoFl IC �J f GTS REEFERENCE N0 RESSR3FD 4-x 4" Cut BOLT S D1A. MANHOXE FRAME & COVER Out for Pipe 9� BOLTr MANUFFACTURED BY QUALITY vARI (4 EA.) I YATER2 PRODUCTS, INC. 24- VARIES MANHOLE GRADE END YIEW AT PROPERTY LINE ADJUSTMENT RING . �(mIN 6" ItIGHT) W A; ROADWAY BOX n� _1 I 36"-38'� <O SUPPORT BLOCKS 2" Water Service o 44' MW REQUIRED AT THESE Vautt + LOCATIONS, 4 EA 10 z s. } z24• DOUBLE i nt�—Z <O f CHECK VALVE ASSEMBLY v Z ' 15" <� - - --- n- r.t = Ball Valve Curb Stop with !iS{`ti "ice' .''.'.�••,�"`..� �.�.., '.� `^�..,.•, i`•i:i` .�.,ti i i.. .. '. `})i�i_ `.`•`i`i}r.r.r.r, r .i r.r.. .r.r.r`r.:. `}y ` `: .<`i`i``i`: is `=.' `.:i�rTr: i`•i�i�� :`�"fir` i`i`i�i:r�i : r�i`.}iai�ryr.r.•.. FtP ends, with 2-Gab Valve Operating hut. 2' Meter Setting - Ford Custom Setter Catalloq VAULT RESTS ON 2 TIERS OF 6' OF STONE Ne. VFH 77BxI5x17,fW UNDER BLOCKS Saddle with "�� SOLID BLOCK THAT ARE Corporatton 4 W &OUT; with PY; with BE MORTARED W PLACE Type K Copper Tubing d. Stop Expansion Loop (Continuous from Man to Meter without PATER Joints). MAIN „ IN NON -TRAFFIC AREA - Use Top Section of 1,000 Gallon Septic Tank Manufactured bW Winchester Building Supply Co , Mc IN TRAFFIC AREA - Use Top Section of Uhhty Vault Mdodel 960 CUS Mai, Ractured by Sm,th-Midland Ctorp M ET E RZ \/A U L...-7 l2 E TA I L ( No SCALE) (o" PIA UGH L -to -,TEE L- FILL -Er;, WITH GONGKETE AND PAINTED i2ED Ie;'tt DIA M E TE ►Z 1:542L-LA1ZP PE -TAIL ( He,' 5GALE) PP-2P- r-. F. - 700 D= 0 M N� W Q -w W } W u� 710 tr Z LttvP. P � BLvG � LINE F- 705 pq F. r. o = 703 C4 Pf�OF Gr-ApE ` EX. CV -APE `.. i----------- -- — rT-�' M I N. g(,DG. I H AGGo2bA NG E `Qv E- WITH B. o. G.A. WITH w 6�5 I Gvp� a MIN GotZE I7IZILL V E X, M H. I� w 5 3 7 G. V G A H. -j E V.l E Fe- 0 _ r .0 tJU o Nr > 4 ►� Ju1Q�" ���� d UN N tw- Q ��(T� U\ i rp'co K kJ} a N:z I 2 3 4 \eV A -T E f� l-1 N E "A "A N D 5- E W E tZ P7 EZ o F I L-. E SCALE : HOIzZ. I" = ZO' , VEFzT. I" = S' V.G. 7 Z OPi Ni I 0 � r % - r i EXIST PvM'?. i i v. 710 �O r i i %OS htZOt'oSED GFZA PE / `EX. G;ZAdES FIELD rZEAp Z.35% Z8 - vs — t _-- 0 � � N� m P rZo F I L E - AGG ES i I:ZdA P To P L-Go p �A z. A SGA L-E Ho2z ( 11 = Z.o' VE{2T. I" = S' PIZOFIL t=s �s L7E-TAIL-S H0577 a STeA K A H p 5 E A HOUSE KE19TAU IZA HT �HAWNEE C?IeiTrZ►G-T r- vEre- G0Uf`!T'I, V IIZGIH I A t'��Ttr pip L ' SGAL E : A , 5r'OWN FEBRIJAK ( 7-7, Ivi°>ti H. BRUCE ENS No. 000162-8 9 7 0 B A K E R L A N E O WINGHES7E1z VIIZGINIA ZZ603 t�ND SUI�.`�� � ( SHEET Z OF Z