Loading...
HomeMy WebLinkAbout023-97 Roundball No. 6 - Gainesboro - Backfile (2)777, 7 7�7 7 7-77 7,_ ci� ER AIL TF IN N0.1"'S '0 007 - WYM4 NO M 1W E END VICINITY H AP tXiSTING INltRM'EDIATE CONTOUR 33 SCALE 1"= 1 Methods on d materials u sed in the construction of the' improvements 'hereirhr' shall conform to the curren t V1:. All work on this project shall conform to th�e, latest edit I ions of' the. Vir'' inia Departm ent of EXISTING INDEX. CONTOUR 330 LO, LIL-i . 'County construction standards and specifications and/or current.VDOT s�to.dai­Os and specificGtions. - a e I rosion Transportation (VDOT) Road and Bridge Specifications,. and 81, Virgihia7 E Sedim. Control Regolqtions, state, federal,, or locd,l' requilati'dhv 'PROPOSED CONTOUR 40 Cl? 00 -N -14- and e nt' and any other ` 2. Measures to control erosion and. siltation, including detention ponds setrvin* as� silt basins during donstruction'L �The h' 'A of conflict between any of t h e,,:§,e ancicirds, sp.,ecifications or cipplitobile. I'n t e even st I. , , Y 15TING EDGE OF PAVEMENT 00 Q op� rovel -of must be prbyldred prior 'to issuance of the site diiv'elopment permit. P these plan-s in, no Way I:ans, t: e . m ost string, nt sholl govern. p e PROP �E/P . , 4� U) 0D relieves the developer or -his �ogent of the responsibilities con'tain,ed in th�e Vir gin i 6 Siltation Grid Erosion, PROPOSED, EDGE. OF PAVEMENT 'EX _J 0, 0, Control Handbook. V2, All construction shall comply with - the tatest, U S. De0artrhent of Labor Occupational Safety & Health Administration, VO.5H, Rules & Regulation$., EXISTING CURB AND GUTTER C&G I T E -A > I Lo C', 3. A permit must be -obtained from the Office of the Resident Engineer, Virginia Department of Transportation an,d PROP C&G 7 LU (VDOT) and Frederick County prior to construction in. existing- State righ,t-of-woy. -W - 'temp"o-gry -,PROPQ,�D CURB AND GUTTER 1�_ 0 C C), U, 0 't issuance by VDOT is V3. henr on VOOT right�of-way, all traffic, -control:, -.whether permanent or w.orkin,,.g..- 'be CG4 CG-6R 0 01 �c -C U') 4. Approval of this plan does not guarantee of an entrance pet'imit when such permit le in ace rdon-ce wifh the current edition of VDOT"s, work or a prortection mo,'tu shall _r TRANSITION FROM CG-6 TO CG-61R Q) X C A required under State Jaw. Furthermore., '011 traffic control floggers m,ust be certified in' accordance th VDO T's, Wr, EXISTING TELEPHONE LINE LO < 5. The exact location of all guard rails will be determined by VDOT persomn'eL "A joint inspection will be held with the'Developer, County Representatives, an,d Representatives of the Virginia 'Department of Transportation January, 1994 (or latest edition of) 'Rood & Bridger Specifications, Section 104,,04-C'. -tiQn la -rol traffic to to "egu tion PROPOSED TELEPHONE LINE (n U) (VDOT) to determ, ine if and where guard rail and,/of 'paved ditches willl be needed'. , The- developer will be V4.. or r cont of Design features relating construe and safety may deemed VDOT. EXISTING, STORM SEWER' EX. 15" RQP 0 responsible for providing guardrail and paved ditches as deterimined bW this joint inspection,". Refer to be subject to change as necessary'by Cn Virginia Deportment of Transportation (VDOT). Guard Rail and Paved Diltch' Specifications. V5. Prior to initiation of work, Contractor shall be -responsible for acquiring: all necessary Vb(�T PROPOSED, STORM SEWER PROP. 15" RCP ool C UJ V) t a, 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. ILL representative of the developer must be available at all times. EXISTING SANITARY SEWER SHEET INDEX 7. Warning signs,, markers,, b�qrricades or f[agmen shoul-d be in accordance. with the Manual on Uniform Traffic V6. I , a preabnstruction conferf.ence nri�ust be If required by the oca.1 VDOT Residency Office held 'by. the developer the the 'PROPOSED SANITARY SEWER Control D6vices (MrUTCD). arranged and engineer and/or' with- of contractor, various C-oun,ty agencies, utility companies and VD01' :prior to initiation, of Work. EXISTING, ELECTRIC SERVICE 8., All unsuitable m-aterial shall be removed from the construction limits o>f the roadway before p[ocing PROPOSED, ELECTRIC SERVICE embankment. V7. Contractor shall notify the local VDOT Resiclency 6ffice when work is -to begin &- cease -for 10. less Will also require: 48 tvQpirs oti'�e for an on y �'�u n d e.t erm in,e d Ien g th o f t i m e. VD01` - n. c y YSTING GAS LINE E I COVER SHEET SHEET I OF 4 V�, 9. All pavement sections on, the approved plans are, b: sed on a minimum CB'R vol-ue of QBR values a inspection., PLAN SHEET 2 OF 4 than TO will require revised pavement section prepared� by Greenway EMg,inee-ring' and ap�prqved by the owner. PROPOSED GAS LINE PROFILES AND DETAILS SHEET 3 OF 4 0 i 0. All roadside dit-thes at grades of more than 5% shall be paved with cement concreter to the limits indicated V8. The Contractor Will be- responsible for maintaining adequate access to the. project from the PROPERTY LINE ...... LANDSCAPING AND SHEET 4 OF 4 on the plans and as. required at the field intpection. adjacent public foardway through construction and hiLairiteharice of a construction en trance 'with EROSION 4 SEDIMENT CONTROL U) 'he in accordance, the Virginia Eros[on & Sediment C6intro[.Hondbook, Sec 1;0-2. FLOW LINE 11. All springs 9hol[ be'co pp,ed and pipedt to nearest storm sewer manibqles or curb inl'et. The pipe sh,oll er prop& 0 FQrt,h'erm,:ore,, access to 6,th .ties: affect 'd by- tkis projo, t, sh all: be rn�Qintoined W W 12. be imin i rh u dia-meter,ond conform to VDOT standard, $13-t. Construction* debris be -tontainerized in accordance � with the Virgimio Litter Control Act; no less than throug,h construction., 17ENCELINE EXISTING POWER. POLE 7S one litter receptacle shall, be provided a.t, the construction site. V9. Contractor shall ensure- adequate, drainage is achieved and maintained-oriL the site,,duririg INFORMA TION and at the end of construction. EXISTING TELEPHONE POLE 13. The contractor shall Provide adequate means of cleaning mud from truicks and/or other equipment prior to -PROJECT entering pabt[c streots, ond, it is the con, ctors. re8pon �ibi lity, to clearn ;treets, all,ay !dust, and to take to in dust free V1 0. or propo, 0 All water and' sewer lines within existi.ng, s6d VDJOT rigbt- f­wdy ofe to h`mio, EXISTING WATERLNE W/ TEE 44­4�-­ wh-atever measures are necessary insure that the streets are �mainftainecl a clean-, mud and miniraurn cove 36 , 'r and, when possible, to b,e in:8tblled under 'roadway drainage PROPOSED WATERLINE W/ TEE condition at all times. LOT SHOWN LOT 5 4 ir2 STONEWALL INDUSTRIAL PAR< 14.. Notification shall be given to the appropriate utility company prior to) construction of water and./or sanitary V1 1. Any unusual subsurface conditions encountered du.ri'ng the course of construction skoh, be- EXISTING FIRE HYDRANT' aTREET ADDRESS W EN 1z, sewer lines. Information should also be obtained from, the appropriate authority concerni.ri, g permits, cut immediately -brought to the attenticia of the, erigIneer and VD-OT. Work'shall cease Jn that 'WATER sheets, and connections to -existing lines. vicinity until on adequate d6sigri -c.dn be determined, by the-en,�gireer and approved, by �VDOT. EXISTING VALVE 5 ES, MAG_I$I.ERIAL D15TRI;CT GAINE, 15OR0 15. All sanitary sewers and Water r1noins and appurtenances shall be constr.ructed in accordance with the current V12. All undercut. areas. and borrow material shall 'be 'frispected and approved by VDO`,T Inspector PROPOSED WATER METER PARCEL IDENTIFICATION. NO. 434019))-33 4 34 standards and specifications of Frederick Courity and/or the Frederick County $,a'nitation Authority. prior to, placement of fill. EXISTING REDUCER I-OT AREA 10.0151b AC. 16. The location of existing utilities shown in these plans ore taken from existing records; It shall be the V1 3. All roadway fill, base, subsurface material and bd,tkfill of u"t-flity/storm sewer, trenches .,s.hzIl- PROPOSED REDUCER DIS.TURBED AREA k5l.C, A6- CURRENT ZQNIN,G MI contractors responsibility to verify the e,xdct horizontal and. vertical location of all existing utilities as needed be com',pacted in 6" lifts to 95% of theoretitaI7 m-aximurn density as determined by STOP, SIGN prior to construct -on. The contractor shall inform the engineer of a,n)y conflicts arising from his existing AASHTO T-99 Method A, within plus or minus 2% of optim,ulrn moisture, for the full 'width HANDICAP RAMP (CG�1'2) CURRENT USE VACANT utility verification and the proposed construction. of any dedicated street right-of-way. At the direction of VDOT 15nspector density tests DENOTES LOCATION OF StD VDOT PROPOSED USE OFFICE AND WAREHOUSE 17. The developer will be responsible- for any damage to the existing streetts and utilities which occurs as a performed by a qualified independent agency shall- be conducted as required in the VDOT CG-t2, AND�ZR JURISDICTIONAL STANDARD 'P CONSTRUCTION PPeNJ1PF_P .1si result of his construction project within or contiguous to the existing right-of-way. 10 Road and Bridge Specifications. A copy of, all, tests shall be submitted to VD:OT pri r to PARKING INDICATOR SETBACKS BUILDI,N,G: FRONT- PARK I NG: FROM- ROAD R/W: 25' PH rf4 SIDE: 25' 14-1,51 160,55 FROM PROPERTY LINE: 5' final VDOT approval. e 18. When grading i's proposed within easements of utilities, letters of permission from all involved companies' INDICATES THE NUM,BER OF.TYPICAL PARKING SPACES PWA1555 REAR: 25 10�1 must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V1 4. VDOT Standard CD and UD underdrains shall be installed where indicated. on these plans 'PROPOSED development permits. -and further where determined' necessary by VDOT -Inspector. TESTPIT LOCATION BUJI-DING HEIGHT,. MAXIMUM 60' - 30' 19. The devel:oper will be responsible for the relocation of 'any utilities which is required as a result of his project. The relocation should be done prior to construction. V15. The.instal[atioh of, any entronces. aqd mailboxes within any dedicated street, right�;of­way HANDICAP PARKING. SIGNS; PLACED ON eUILE)ING shall meet VDOT minirnurn design standards and is the dezveloper's' responsibility, 20. These pionrs identify the location of all known gravesites, Grovesites s1hown on this plan will be protected OUTDOOR LIGHTING: PLACED ON 5UILDING (SEE DETAIL, SHEET 3 OF 4) in accordance with state low. In the event gravesites ore discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT mz, PL.IMP�;Ter- 42Fd-?0rPC z5-7un . PUMP5TEP- - - 0 engineer must be notified- immediately. any dedicated street right�of�wcly must be provided to- the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE _e� OUTDOOR STORAGE: NO OUTDOOR, STORAGE PROPOSED 21. The contractor is to verify field conditions prior to and during construction, and notify Greenway Fngineerring acceptan-ce of work, Unit and to� a[ prices may be obscured. at (540) 662-4185 irn.m'ediotely of any discrepancies between, actuial f"ield conditions. and the approved pl,an. V1 7. -Prior to acceptance bY VDOT of any streets, any required street S:Igmage ;an,d,/or pavement. EXISTING STREET LIGHT F.A,R. CALCULATIONS PARKING CALCULATION5. 22. Controlled fills shall be corn,pacted' to 9-576 of maximum density as determined by method "A" per standard morkings m.Cjst be installed by the developer or, at VOOT's discreti.on., by VDOT on om,. MAXIMUM = 1-0 REQUIRED OFFICE: I SPACE PER 250 50. FT. proctor AASHTO-T99, ATM-rD9,,8, or VTM-1 a's 'applicable. Density shall be certified by a registered account, receivable b�asi,$, PROPOSED STREET NAME SIGN. PHASE I W,500 436,252,60 0.18 WAREHOUSE: I PER EMPLOYEE professional engiri6er aind results, sub m-itted to Frederick County p'rior to pavement con,�trlucflon. If a PHASE I 1 00,500 43(o,21B2.60 0.1a PROPOSED OFFICE z 1,150 SQ. FT. z' I SPACES geotechnital, report has ben prepared, it should supersede the requilrernerits in this note. PROPOSED SAN13ARY LATERAL CLEANOUT TOTAL 03(o WAREHOUSE = 13 EMPLOYEES 13 SPACES 23. Contractors shall notify operators wh-o. maintain underground utility exc a va ti n g -lines in -the area of proposed SANITARY 'MANHOLE INDENTIFIER TOTAL REQUIRED = 20 SPACES 25 SPACES P OVIDED or blasting at least' two (.2) working days, but not more th,an ten 0 0 wof__-kin'9 days, prior to commencement of excavation or dem,olition. Names and telephone numbers of the anid -operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER HANQICAP PARKING in Frederick County appear below. These numbers shall also be used to �erve in an, emergency condition. I PER 25 - I SPACE REQUIRED I HANDICAP VAN ACCE15615LE SPACE PROVIDED -4-1 EASEMENT LINE - - - - - - - - - - - - - - - LOADING SPACES > Wo.ter/Sewer: Frederick County Sanitation- Authority CENTERLINE REQUIRED,: I PER 40,000 FT." 0­4 P.O. Box 1877 001,5010 / 40,000 = 2.01 SPACES Winchester, VA. 22604 EXISTING SPOT ELEVATION 12.0 7 5PACE6 PROVIDED E__4 F� E, (540) 868-11061 PkOPOSED SPOT ELEVAMON + 715 A 1-� E- - Phone: Bell Atlantic rA NG t�-,-A Le,(] LAThOO 5 u) 6-4 0 PO. Box 17398 EXISTING TREE DRIP LINE C- Z 0 U Baltimore, MID 212,97 ENVIR-ONMENTAL FEATURES pe, Z 0 (301) 954-6282 EXISTING TREE 15 OAK 15" PINE EXISTING miss UTILITY 1-800-257-7777 Power; Allegheny Power P.O. Box 1458 PROPOSED TREE OAK 0� FEATURE ACREAGE VVAPr,-HOU�5E I FeP, EMPt_c��ar= FLOODPLAINS 0 F-Ro P<:::,5 e n- or-F 14-, F_ 7 5o 50 F-7 = 7 5 P�,6 ES, > 0 Hagerstown, MID 21741 LAKES &PONDS 0 13 SFACF-5 1-800-654-3317 WETLANDS >1AC 0 T40TAL F_E6Z0a6D = Z05PAOF-5 SINKHOLES 0 Z5 15PACE5 PP,--,,V1PEC> 0 4.4 Gas: Shen,andoah Gas Co. NATURAL S.W. 0 E- P.O. Box 2400 DETENTION AREAS HANP16-AP PAFz-14N Winches -ter, VA 22604 (540) 869-1111 STEEP SLOPES 0 1 purz ?-5 z I 5PAC6 P-EeZUIPIED >15%. I HANPICAP VAN AC4E%1F�LF5 SPAr-E PPe:VIPL;r0 WOODLANDS 0 L,�7,4PING- 5PA4,-e Fz eou I 12-F-0 I F-E�z 4-0. ocx:�, SQ FT S es Pr 7 PA -A TRIP QWM,?M DA'J'A A �_r PP OR wr­ Ci CLASS USE GR.OSS SQ. F-T. N.O. EMPLOYEES TRIP RATE VPD. ED -7 IC 17 toao,5 iq Fr WAP-5HCXJ'5,C 7875 0 toe.lp_ aw t-i?*Az SURVPYOR'S CERTIFICATE f Ad -7 \/Pp I HERE5Y CERTIFY THAT THE LAND CONT41NED IN THIS FLAT 15 ALL OF THE LANE) CONVEYED �4 FCSA CONSTRRUCTION NOTES' TO ROUNDEBALL ASSOCIATES BY DEED DATED APRIL 21, I15cJ'1 AS RECORDED IN DEED 500< a -la 11.1 PAGE 1203 AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIR(aINIA 'Q- 1. Water and sewer lines are to be constructed in accordance with -these plans', The lines cc shall additionally meet all requirements of the Frederick County Sanitation Authority. V, 2. The contractor shall coordinate with, :(Jnd arron�ge for, inspection, by the A-Lithority MARK D. SMITH, P.E. L.s. SEAL VER SHEET 3. Exact locations of water and sewer services on new lines are, to be coordincrted with the Authorit/s inspector. . Pro*t Name: 4. Water laterals that cross the stiree t sh all be in PVC pipe. The pipe shall be. 2-incfi diameter SDR21 or Schedule 40. I't shall run, 2 feet beyond the near side and far -side FROUNDBALL '*(o sidewalk. 5. The Sanitation Authority maintenance department is responsible for the insiallation of Owner: Address, Including Zip Code Telephone No. Water �meters. Before a permanent meter is set, they require- 1) the' frame and cover to, 'set 211 S. WASHINGTON ST. ROUNC)5ALL A550CIATE5 WINCHESTER, 22601, be properly -aligned with, its meter -box and y e bar; 2) the frame and., cover to be 'to, M MARK D. SMITH VA the final grade of the lot;' 3) the distance between the top,of the cover and the yoke bar (540) 661-S555 between 18 and 21 inches; and 4) all com, orients of the. meter box assembly to be, in �p proper working order.' It is the developer s/conctractr's resp-onsibility to have the Meter box as, terribly installed correctly. No.022837 I LV Developer: Address, Including Zip Code & Telephone No. 211 S. WASHINGTON ST. L ROUNDBALL A550GIATE6 WINCHESTER,. vA 22601 The Sonitcition Authority shall instQ11 water drid, sewer s4ervit,es", thbt conInA t to existing lines. The location pf the too an-d" the term notion point of 'the lateral are to 'be coordinated with the Auth-ority's assistant eng[neer. An appli,,coton for,,,Services Must be Engineer Certifftg Plan: Address, Including Zip Code & Telephone No. rryade and fees paid. 151 WINDY HILL LANE GREENLUAY ENGINEERING WINCHESTER, VA 22602 7, The Sonitdtion Authorit shall tq 11 ,existing water lines,. They will furnjsh� the materials y a (540) &62-4165 PROFESSIONAL SEAL & SIGNATURE �p for and m0ke the top. The con.tro'.Ctor must" rhake oppliltatigh for and pay the cost of ---------- 81 this work. The contractor shall tie-in a_ hew 'line to an existing manho .1,.e. �by,cdre drilling the mLphhole. THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND APPROVAL 2 DATE: 6/17/97 SCALE: 9. A, double, theck valve. bo,dkflow� preventl6r) assem�bl:.�h i's to,�be 'Installed oni an _y]�,ne (fire, or ORDINANCES. ANY. DEVIATION -OR CHANGE IN THESE PLANS SHALL BE APPROVED BY & DESIGNED BY: domestic) that goes into a buildin-9. The assembly is to. meet' AS$E Standard Nib. 1015- THE ZONING ADMINISTRATOR PRIOR TO ZONING ADMINISTRATOR DATE or 1011. If the assorably is mounted 'inside a building, a remote readout is required. CONSTRUCTION. MDS\ACS SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL JOB NO. 5872 1111-1111!1mliplol F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL SH T 1 OF 4 EE e rn _n m 0 66 0 Ln a L Li - CD a r- Q 3 CD Z I I � tikes I � �_ TM 43 - C 19»-11 ' ' EX. MET �tL i_ LDG � I00 i 1 I ; E X 2 ?L.4 Gad L INE z F x K c: 53 1 I Z `oN° ROUND 5AL L ASSOC I ATE 500 ZONED- M-1 _ __ �,,�_ __ _ J L�J ,,-.. UcJ. :INDUSTRIAL .., - u ,�,� ,' Tr'1 3 5 I e,t� TM 43-(0e))-9 } => oN E EX Mr-1 i I; ROUNDBALL ASSOCIATES ,_. / - I DU5 ENT �� d 1 �.x .�0 �•� ;_ �2 • Ex � f�'A'v'EL :�� �`: ZONED I~'I 1 Ey. PA',�E.D � R 1 ' ' ,_ � Z = �, o �• D 55� PC-s 15� r- L f �-� U.5E: INDUSTRIA ' f ZONED, M 1 I W x j 3 'n _ - I ; USE: INDUSTRIAL � � Q u. Co ._ ... 75 ... -_ �> Li Cn EX E " WATER L'NE _ Ex METAL BLDG-s Fr-t -2&,C,i FND 1r5 x ... _ TM 43-«19))-irc ROUND54LL ASSOC I ATE 5 ZONED: M-1 USE: INDUSTRIAL « ... .. r ... ... .r.....n...... ... .� �............,. ... ,,. ,w�.wrw..r.i _*ftp -l.­- a. PROP OUTDOOR -5 I ROUND54L ASSOC I ATE S I I r 11QN 1=UTURE DE VE L OPMNT I� PROPOSED_UJ�4i�E4-SOUSE PROS='OSED UJARE�IOUSE 1 i��--14SE f e F+ 44SE I I FF = 7 2 3,0 e FF = i 19.0 + _ Ln 00500 &0500 0 o TV 1 (L TM 43 - < < 19 »- 2 5 �- � �, :: �r.:T1MR �E ♦ e. ''TT ROLL INS LE45E CORP Ly ZONED: M -1 _ "! PROP ro USE: INDUSTRIAL ROOF DRAIN �. } LINE 0.5% PROP OUTDOOR I !11 LICs44TINCs I - 1I39 3 LOADING !� l tYPJ x 1 I p 1 I «,y SPACES / EX 6;AS I� I rSL AND 1 ; R i _,_,,, ....,=+�G•_`" -- � .✓' - - LOADING t�-UE',-.I_ '� 3 SPACES C 1 12'X45' - _ x 1 I 1 1 I 1 9 50, PROP FUTURE I OFFICE CE r r OFFICE I H/C RAMP 1 \ Li Q ^ Q 0 > Q " O w O a- ^ �n a Q (Y 0 U- > O l.L_O� J � Iw- > > 0 a Z Q Q O Q Q J Li LL- . cn z ax Zvi 1w_- w z v)Qv> o Lu 1' �;I I a I , } TM M. UJ I L L I S UJ441 T E v\ STEP�EN D . l,U 41 T E v ZONED: M-1IQ Q USE: VACANT z Cl Ii 0 F- 72 1 ~ Z / ar w O 0 I `C; ! Q e-- ' Q U--Li Z s i Q �} / RELOCATED s PROP Y ME ER 1'150* m 11" WAT R 5ER ICE I ,, FH J 4'v I . DEVELOPMENT I I�i50* 1 \ EX, FH ���� \ I I" WATER SERVICE 122W HANDICAP RAMP TO BE-�..._. -- ••-- .�..A. -------- / .� � PROP EDGE \ .•�- / REPLACED Qqj GRAVEL f x — — — — — — — P OP 5i8" ETER 1GO 1 3 TIC 119.150 P E MOU TC 122.d PI W/ 6"x6" WYE �Q TG7zz. 5 CONC SIDEWALK �,{ N/C 51GN VAN CE6915LE URE 5"X6" INCREASER i ..'�.'-"`..�`_ i PROP E.P. +-I/C ... ....... c 121 1. --,- �- . ,*-�-. i I --r- -,� I ' i i I '1 ' I. I 1 1 E VELOPMENT 1 PR .JL OP WV i m T I W O-P -6 • - WA R LINE -. E E GATE VALVE � .� � �! _ . --� ` I I �' } ', 12�Ds1 1 ' I. "D IY • rIV- D" SHY. 3 jj COL-.,._ ' , �► - (To 15E OvED UPON• iv 1E /�� N .., PROP 4" PVC IN11i ON OF RHASE II . n PROP 4"-PVC '� . � Q ENTRANCE , AWIO ATE // 3ENCH MARK _TR�tctloNr — — — SEWER 5ERVICE �'� ' $EWER SERVICE P,4RIUNCs ?O POINT OF ARROW 7) Z� --` �E• c�u5r�1cTED I S� DETAIL - 1 i. i 1 r r i' . i i NE ELEv = '121.21 - 119.44 I 1 �' 1 1 i 1• l 1 1. i 1 ,} bURJP4Cs.P1145�E it . 'P, r I r 1 t GONStRU�TJON MIT \ NOT TO SCALE ) /8, 2' Cu 1 1 3 I . e1 1" t I r I RE OPENI i i sVi, 1 , 1 i' . I i i X\ y 9 7 L' i i �_ •-i �- i_i -i �_� i�i J ENDS - °� P.G:RKS? Tc 1re.ta � 2'S' . 11 �; I f ' 1 i i PAVE - SENT SC+ 4EDULE 8" - 21-8 3" - BM-2 2" - 5M-2A &" - 21-8 2" - 5M-2A &I, - 21-B NOTE: PAVEMENT 5C1-IEDULE 6+40U)N WERE BASED ON A MINIMUM CBR VALUE OF 4 CBR VALUES LE55 THAN 4 WILL REQUIRE A REVISED PAVEMENT SCHEDULE. r __ .. _ � �, � . Rom.,., ,.. 7: L jN _ .• ._.. ��, � _ _ _ . __ • _,,,.,.- 8 x6 , ». �� M.v, 14 - _ _ .. _ - �r RIP RAP �. - __-.-..r-{~w - _ - S _ •..�.•-- REDUCER r _ _ ... M IBC EX It'd f - }� �7� � '� : s� , •A. `.4 _...-_ - _ ._ _ _ - - ..._- . _. _ .. -_..._ ...,._ _ y _. -- . - rZT1.00 (t�� E 1 T r �NrRA�aCI`~ ;��� � N�!C�3`�-, , � �*v . Rfi�evr. E i ?; ,,- ... _ :zE �P N 03�? \'� MITRE ENDS ..,r-,w w. .► w r nwrrwr.+i... wr ww. ..,. .r. wN. ww- _. r^ rw �. i.r i i.�'- •�� —,,$�, .,.. .,.,ew .r. ., .- .. .... GG^12 �NV = �113,85 -- I o r �� _. i/�tJ' #i�7 L�7tt;l� Pti •� m ... ... .r - _.. _.. -�_3- ?S LT• __.,. ,- . , _ • _��'. _ mac:'.. --fur:_ _ ___,_ _ _. _ _._ _.�-- -- -. __ - ----�'=. -_ - . _. . ..�...,... `.� .._ _ -^' ' .ram. _. I ' G _ _ .-.._....,; :- .,..,. __...... .._ t_ -ram. __<„•> .. _._.__. ,._ _ _ EX IN ✓ = _711 .4 - _ i'15P' S.T D •GCx-'11•NTR;dN�E . �� f----- EX �o WATER LINE INV 114,5� _ - _ PROP STD C:G3�rf1r C }® - - I.� i �. -i _.. _._. STD E 5 I �. . A1�'PRG n � ,: _ 1 _ E LEE -- _ I k aN E>c- C{•- 1n.aa � 111.41 1n.48 1n�6 1n.15 � j< rF- 'tIi.9T � '� 11619 � �� '1i►.i� 116.26 114.E EX t'.� ii`.12 -�.- '116.90 __ - 111,�a 1n31 �--30 -- S eR 5TLe 1 E%� fNV � .�12 2S _.. _.. -. TIE TOY NOTE: PROP CG-12 HANDICAP RAMP Q / I3_3_. 1100' 51GHT D15TANCE 320' NOTE: PROP CG-12 HANDICAP RAMP EX C4G LOCATIONS TO BE DETERMINED T 'SON D R I �E RTE , 8& 3 iS� R/l,U� EY r —A 54 • _TAP To A vE LOCATIONS TO BE DETERMINED BY VDOT INSPECTOR UNP05TED_. SPEED LIMIT t $Y VDOT INSPECTOR _.. __ _......... _ -___ -.._.. .--- ._ __- _-_ _ _ _-_ ____ y. 4 1200' SICsI-47 DISTANCE 850' E:X PA dE!' T P tlr � I � � 1 r, rV � THE NATIONAL WILDLIFE FEDERATION ENTRAN'.r .JrGa EX IN',✓. ,1 .�+ - 1260 TO 1 iN a' 3 f 4 _.E,r N`/=i1� T�" IN m •109 ,c o ZONED: = M —1 _ ',�;;,`+? 1 . �'A ✓ED McGhee Rd RTE 861 p OUT = i0?, "T5 OUT f�"!.5S � ENTRANCE �` ,N,,�,1�. USE: INDUSTRIAL �' N�Tt THE `5G7ESA60°5 'e7l--IG-V/l4 F-I E rECf4 Pe FE �2_ 70 F' HAOrEL.T PAVE - SENT SC+ 4EDULE 8" - 21-8 3" - BM-2 2" - 5M-2A &" - 21-8 2" - 5M-2A &I, - 21-B NOTE: PAVEMENT 5C1-IEDULE 6+40U)N WERE BASED ON A MINIMUM CBR VALUE OF 4 CBR VALUES LE55 THAN 4 WILL REQUIRE A REVISED PAVEMENT SCHEDULE. r __ .. _ � �, � . Rom.,., ,.. 7: L jN _ .• ._.. ��, � _ _ _ . __ • _,,,.,.- 8 x6 , ». �� M.v, 14 - _ _ .. _ - �r RIP RAP �. - __-.-..r-{~w - _ - S _ •..�.•-- REDUCER r _ _ ... M IBC EX It'd f - }� �7� � '� : s� , •A. `.4 _...-_ - _ ._ _ _ - - ..._- . _. _ .. -_..._ ...,._ _ y _. -- . - rZT1.00 (t�� E 1 T r �NrRA�aCI`~ ;��� � N�!C�3`�-, , � �*v . Rfi�evr. E i ?; ,,- ... _ :zE �P N 03�? \'� MITRE ENDS ..,r-,w w. .► w r nwrrwr.+i... wr ww. ..,. .r. wN. ww- _. r^ rw �. i.r i i.�'- •�� —,,$�, .,.. .,.,ew .r. ., .- .. .... GG^12 �NV = �113,85 -- I o r �� _. i/�tJ' #i�7 L�7tt;l� Pti •� m ... ... .r - _.. _.. -�_3- ?S LT• __.,. ,- . , _ • _��'. _ mac:'.. --fur:_ _ ___,_ _ _. _ _._ _.�-- -- -. __ - ----�'=. -_ - . _. . ..�...,... `.� .._ _ -^' ' .ram. _. I ' G _ _ .-.._....,; :- .,..,. __...... .._ t_ -ram. __<„•> .. _._.__. ,._ _ _ EX IN ✓ = _711 .4 - _ i'15P' S.T D •GCx-'11•NTR;dN�E . �� f----- EX �o WATER LINE INV 114,5� _ - _ PROP STD C:G3�rf1r C }® - - I.� i �. -i _.. _._. STD E 5 I �. . A1�'PRG n � ,: _ 1 _ E LEE -- _ I k aN E>c- C{•- 1n.aa � 111.41 1n.48 1n�6 1n.15 � j< rF- 'tIi.9T � '� 11619 � �� '1i►.i� 116.26 114.E EX t'.� ii`.12 -�.- '116.90 __ - 111,�a 1n31 �--30 -- S eR 5TLe 1 E%� fNV � .�12 2S _.. _.. -. TIE TOY NOTE: PROP CG-12 HANDICAP RAMP Q / I3_3_. 1100' 51GHT D15TANCE 320' NOTE: PROP CG-12 HANDICAP RAMP EX C4G LOCATIONS TO BE DETERMINED T 'SON D R I �E RTE , 8& 3 iS� R/l,U� EY r —A 54 • _TAP To A vE LOCATIONS TO BE DETERMINED BY VDOT INSPECTOR UNP05TED_. SPEED LIMIT t $Y VDOT INSPECTOR _.. __ _......... _ -___ -.._.. .--- ._ __- _-_ _ _ _-_ ____ y. 4 1200' SICsI-47 DISTANCE 850' E:X PA dE!' T P tlr � I � � 1 r, rV � THE NATIONAL WILDLIFE FEDERATION ENTRAN'.r .JrGa EX IN',✓. ,1 .�+ - 1260 TO 1 iN a' 3 f 4 _.E,r N`/=i1� T�" IN m •109 ,c o ZONED: = M —1 _ ',�;;,`+? 1 . �'A ✓ED McGhee Rd RTE 861 p OUT = i0?, "T5 OUT f�"!.5S � ENTRANCE �` ,N,,�,1�. USE: INDUSTRIAL �' N�Tt THE `5G7ESA60°5 'e7l--IG-V/l4 F-I E rECf4 Pe FE �2_ 70 F' HAOrEL.T x E- Q� �Q W Q � �� U)W �"r Q DATE: 06/17/97 1 SCALE: 1 " = 30' DESIGNED BY: MDS JOB NO, 5872 SHEET 2 OF 4 ■ 7■ L" N (WH ITE - r �r 4• TYR I w H % 1 � I•""r- t HANP14: gAF'EP PAizKitool G SPAG E 5 `(M tool_ HAi MC-APPED PAP-Ii SIGN - ct "1 I I- b " P-E A p " R-e5 eFslooE© PA F-K 1 N G t WITH IPENTIFIGA7iG-t4 e. YiioAe . E5, l-T To -5TL- . TU BE W I T H 3/ e, l�cAf71UM PLATED NUTS F3oLT�i� VAM AND WASHERS _ z w/ i/ i o Sir Wf✓.L-PEP WATepTIGHT GAP. PAtNT 8 " ®L-AG K GvPFE E II PAINT PIPE 01A'9E `iEt-Love/ �� 11 j) Z`-b" U PAVEMENT I I I $" jx� IiTP STI.- PIPE FILLED / WITH GONG.. + ' •I ' - .� 3,1 LONG 90,oll EA . WA -I( ` I TH P-..j PIPE 6A-9 -� HANDICAPPED PA121<ING 51GN ANb MAf2-V-(NG pETA I L- r L.AfiCP ♦1DG I 10 1'. is I•�t.4rc t nrt4.t M n.ore OF THIRoL.011ID C S4P15 s►uf,rrt-NOT Exc-CID 1 J;L [�u no RA M P Pe TA I l..-- - e: 1, Ap • . sc ��'" e. ��'" 4 a.',r Is A,.1iF�D11�tt' •STORAGE REWVIREMENTS EQUIVALENT TO THAT OF' TEMPORARY SEDMENT TRAP. STD. & SPEC. 3.13 *C.Y./ACME WET E PERSPECTIVE VIEW Sri 67 C.Y./ACFRC DRY STORAGE '"5 OFF 0 TOE' STOIN510E T PIPE INVLRT s614A01At, 011041R/> It~ HF/IDMULL i AREAS TrO Of DISTURBED CUT. FILLED. ETC.) ---------�+---- frrw r_.rra rr•r• CLASS I RIPRAP VDOT /3. 0357. OR #S CONiSE AGGREGArE MAX. SEDIMENT DEPTH GLEAN OUT POINT) AT 1/2 VOL WL OF wil 670k#" Al ELEVATION WV,/fry ol 4 Q ,cam t 4" ZI-T5N DOMP5' 69, PAP 5 EG T1 oIJ I at v e lv ^ tlw s 'k ALL MATEPLIAL TvP>E - ---- - --- rFLe.^TG C 1 - - - - - F FAN T e view 70F v!Gvi PETAI L B0AEL0 FIENGE A P-cu N D C21 JMP TEEZ PAP OTE 4"'t.9iTL. Tldi jaos ALL C.li'LtiEICE IN THE EVENT ►Nfa -- To Be 5-Hooll"r wISLDeP T1-CAT DE:5 M I S WI L- L-- ,ef fTii •��Ts� .1♦, ji1KI2 WZL.II _ vi m TS I ° It vuar N *A WW Ad bE STop—eo c o-T5f peE Akazool rLw>Irlr'- THE- VEQUIRC-P PAC) Arco eNC Lc'-1e7c i 1Z `#"'� 8"x 1/4" �s7a a L, 'TTITTT L••lTi7 �/P c•catV C 11 _ TS X 4 A I1 �' A Will WILL �, E G�'N s7► _ - ,1� r_ _�u+C.c� I / ' I I / SATIL rWd7 4Na AW* _ G"'x ra G 6 PA r- is*Ts _ — rL L+ill 0 �4ill _.WITIi fI b[P'l�lN OdH ! !!.Ills It GTL.. alot_uf■tN t I I( ( I I I I —._-_— - - �itiA Pe G' p' i of 1 I 11= I I i 1 L J 1?�111„rsP rTE.c_-- GATE t? E TA ► L, Z-LR-sf �► �.Ta -T1�PIGAL SEGTIaN VDo'T ST'D. CG-IZ GUR-5 t2-AI-4P 1 lop I SUI V Ie&I. LLIcr:HT A SILT FENCE CULVERT INLET PROTECTION * oop" --- --------- - --r--_----- ---- � • 1pC 0" ftl ><• Part *rs . s Iw. OPTIONAL STOAW COMBINATION ,Ar i rtar _ w V ■P3�G0 3 11 OttMt �i o.."I woN vcLocm a n 7 3a^ 7Zo -71 S IN CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) I. SET THE STAKES. 2 EXCAVATE A 4'X 4- TRENCH IIPSIAPE AIANC THE UNI OF ETA K F:D e uAx r 3. STAP1.2: FILTF'R MATERIAL 4 RACIll AND CWPACT TO STAll AND I:%Tb:ND TT(r: ♦: AVATRII 0011, I., IT INTO THK TRENCH PLOW A — — \ SHEET FLOW INSTALLATION (PF.R&PECTTVE VIEW) 1 I i Pior 1 I B8 I POINTS A NIOW.0 DE HIGHER THAN POINT @. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Source' Adapted from VDOT Stdndard Source: Adapted from Instalintion of Straw, ert�l Fabric Filter Sheets and Va- DSWC rhae ).ta8.1 Barriers for SedimentControl Sherwood and Wyant 19012 3AZ wa •ft• *.OR,- .r-•`...�„ a a�+•�arow1,�1lis a ..� w • Soutar: Adapted from jqfijjdSQUW ..d va Dsvlt: Plan &MI Taper usia r+e.gV sNO to O of veil pans Nor low Li Cvod1orol at t C6 ti3 shareaaAR 7N s Z� own Ns 31r trap a -a nrrrrg/a i Vr. sttFM /iM.�: COW910 carw•r 46 •Par w w • r r• . or si�r•M Yp+w tar.ev.rcliab Jtti1 rrn:.otal.Fill Lim CS-3 J pa,'nwetbla _ % Cartotructien Jo�,1 � -... TY►ICAL AITERMATE RACM KAN `' '•^ -... _,-, i ► "'- -..- FOR U![ Al APRKAIL[ STIKET A For Col eircWtntrmlco Li"r Co. Is lea CfrQ +HNevy Truck Traffic:ArlticipeAod� CO► ACTs31E no CONbERCVL roe $Iaawd C4-13 sheet 2r0310 vim' w'ida :• t/e►• ENTRANCES, Ssb•� or eve VM 1200 *� .. Seel SDOte 10, O R E e 200 rrrn Ears s 300 rill c-c •- ••*j w ��` R/lDW PLm Idnin.m, concrete cvl 40 more =• Slop* 12 1 lso worli' l+ A ---I ISOMETRIC VIEW law 900 '••• thrrrssdr Coneaucta., JtrirN - - 11 - Notes C,rt 'ar*1► wear to be cress 20 Concrwte (30 ✓s t pracost' w.tw Sl surtoc. cowrq go orltWe WWMa of the Vet a ro"tent k4evat deloctatal -a �,w� a > i rasp /leer crarr.p fleet rwar to ptettat a/ Cott n plocaR. Tho de/NKtttMra shad be pro-ided tl al. w■pesMl Oggreqete fillies Ram ~ +.et 8 swr+er • > :Zvq ♦sees a ,r.srim.I+t sto*e of 0!'L Flared sides of Cwt: ram► to fe po.ted rnor-kt-dy NO rarlp Noah floor ti •Mil prm,taale constructlen pot wtA requMad Oar*. I ramp "bat it prIN: Got. ham nw41 be provided for deal be-s to tPato a N rant! aals+�ry st Raced s:drs can be cot ppce oft« pacenwl Potash fbr ecaconcrete sad be cta» 30. A TANGENT PLAN R all tat are to be a% It 200 e■rl ptacoe 309 nitn cr.tr to cones 4" (Iola► fidNra of the rev Rear, spa -depth of reap Bar tartiwl.A■w Colt•en ce.er 40 "W C+A ramps adobe nrasoN am psis far of tow cwr.l►act wit piles far ►.ybo.Ac � I7S mm rHVra SYd CG3 (X 7 i Leal ca►wlt ea.eroto s■aa.dn end Ito I d aggreqaw baeaalr. COn'opnto-TIP-peace S.dewaal Afae 2220 rMp is the nirnurw C,ow.twb We ttrttr slepe trommeem adtscaH to 9" ras■ot r• wg &And � (nth or v4ha.rl b oft requren.oM to is"llon"ra for c"rb/curt► ant OMW SYO CC 2 tS0 2?llls ! _ xhieva a t2o sbpe ar• uses be conjr�ct:en 9Aa SMedee CG-3 ar CC-7. Stet cab fact so or CG-t 1 Mew. I" Statdws is to be espieted to oriel the MOAAeaal curt eonflvplabK COO Now" are to be lecatN OR shown so M,e Ms(s or es drectaM by tt+le C' Esrjrwr Th " we to be 1111" M M wtwwctwm wherew r aecasssabv rwta�rasttss M.e riglt-of-say eiH■*.■ay facility cleves a Curb r*gpvdorse d ghothr >:dr.ob ,e tor or IF ornopeo-atant Ttvy ^.ay his offset 1 7 175 n+^ W*ICN THE ENTRANCE RApRGOSOT hover pode.•rwn aosawabs to stags es plans or aR drectoa h tan Er+gr+oor. Rf ■ 200 Ill Hors • CTM A -A ACCfllb►'7DaTE THE TURHwO RfOojWWNTS OF 44TCOATED HEAVY TRUCK TRAFFIC fur sr,owe sat be located td*W wMcfo stop Ines E■iaarrq tgnt on lie ,r/t'al tar iMal ell- of also ~1 piece to 300 nn. t-e pre.i..0•a ® Areesails rased a defwed M e awYwa stave. w wrm"lrucieFinn red stop, a mommmr. Carol, rc t.an Joint !� reaaw,e Nt* cartnlcl'r>Iq. dbOYltfaM alerrM-t, o1 a Itel Ill eat. This `t•� ^� /t aRbraaetoad. oMr ed ohs usett ti parsons r+tH messRy ••tsarrnar•rta. precast W coilt in pssce SECTION B-B Lasts of evpeaN aowe4w, sides • !' Tredtmollt wflera ■Sidra of widen.* w tdewd► } spot• rs less than 2220 nlnl Plate 3.05-2 730 7zS 7Za 715, Ex. GR.A v E— 3b" MiN. COVER 1 P120P. 8''�C7fz- ZI WAT Iz- LINE I +oo z+oo 3 t-oo etWATE9 LINE PiZOF I LE " A " S =ALE 1"' 30' �-IORZ. 1" = 5' /EIZT. LU z J lU w J a r, g + L W I1W G.W. GLIFFl PLAN P�F, Io I �' �'o ,- a do 10, --- --- ---- - ------------=.-- S'r Z I- A 1r3 A 5 E e Tl 8 B ^. T`(PIGAL PAVEMENT WIC7ENING AND PA\/E ME NT �iEG-T'IOH PETA I L ( NoT To SCALE j 715 -- -- -- - - -714. TOP I3E M F IZO G R-A P, E EXIST GP-1APc t30T. = 710. o _ 0 76' - — EX. GRADE 5+00 P90P. FIH15HED GIZADf= PROP 8"SDI2 -ZI WATEIll L-IN� 3b"MIN.GOVER \� 0 4 �Z -- w u, W o `s � N N 0 � fn W A T E-F?- L I N E P Izo F I L- E 5C-ALE 1"=30' H09Z_ I"= S' VEIzT. J 7ZO W z Q T Ex Gr=-A D E W 715 `� ------- ----- 1.rIW. COVER 7os ►--' W v lu Wo Z w J X = LLW Z W � d 7 x �, x - �I iL vi. 1L c0 ld� O 00 cc L L -f + + et WATER- NE PR-c>Fll`E SCAL.E. 1" 30' NO{zZ. 1"= 5' VEF-T. 715 o 71el � o o � r r � u z I :z -2 polo I �� STot?M WATE P- PoN D DE-T'A I L- S' P Pd P GG - fo EX . GFZA D E --Z6 Fff`IISHED -A PE \ 01 W r� bL I n w 3 \j = 0 k �v 7 p W v` IL 11 CA 11 x w N = m IL o p + a- +oo �'I�FILE THPtI PHA�"iE 7L EN`T�>I;NGE ~ IW C 7 Z tz w a � W 00 Z N � N I Go W J O I N => ,t Q t+ T a) v I 00 1 8 ) L Ln W x _ m s (n (n i I- ° 1 - v c > � Q Z o w0 _ X W �W ~ � 3� Q ^LLJ 0 M _ >< L: > 0!� LZ 4 S (Y L d bL x W � d 0 It t.. � � Q : 1� Q O .� „ O O > OLLJ + + Q owQQ > I� Lb z LO z - U3 �- J W IJl pl Q p Do U- LL z - CA I' EXIST GRADEGI-ADE AGGESS Ga�/ER 6" Sb1�-Z WA-fE12- L1 E � w o ^^L'' u + N i WA7E12 LINE PPoFII.E '' D SCALE: 1"= 3Or 1- Z. I"= 5' VI-F-T. z >o0� o Z � IY Q O Q LL- Q J LL- vn z QQ:� �lv�w Z (nQU? O N * t, O *0 V z J w z v�. Z 0 Q } Wc>t Q % V Ll_ � i � N Q -. N a x o N _ z O,O PRo�� E-, N E rV F-i w E- r 0-4 Qo �D W lei 7- IZ przc�PoSED7 71 S -- - LLl - - cL N � p Il llo Q d v DATE: 06/17/97 W N SCALE �s�iowi.► tLi Q DESIGNED BY: MDS �t PIzvr-IL-E THP--I i'HASE T- ENT"NGE JOB N0. 5872 5' SHEET 3 OF 4 r- Cn Cn M C\j r:--: 0 co CQ C_ En cl: Cn CD Lrobion and Scd' 1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained according to minimum standards and specifications of the YirL1iQija.hLoj4on &Uj Sedimegi .control '"an bookww"Vft — — . Sediment Control Regulations. 2 The contractor Will install the At fence, contruction entrance, a temporary sediment trap, and inlet protection for culverts as shown on the site plan prior to or as a first step in cica*& 3. Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed areas. 4 The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and one week prior to the final inspection. 5. The contractor is responsible for installation of My additional erosional control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 6 A copy of the approved erosion and sediment control plan will be maintained on the site at all times by the contractor 7. The contractor is responsible for drainage of all disturbed areas to sediment control measures at all times. 8. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall event Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices will be made linniedlutcly X SYSTEM FOR SEDIMENT BASINS PROVIDE AOEOUATE POL'tVHYLENE CAP L—J TACK WELD PERFo"Tto ftLYSHYLENC* D+k4oNAGE 1U6imG, DiAmEtER =1(SEE CALCLKATK)NS IN 1401'3.14-A) WET FERNGO-STYLE ' 00UPUNG STOkf&E DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT miNimum, DIAMETER CORRUGATED PETAL USER DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 IIf DEVICE TIGHT I -z �7 J F, WET '___M P r1>9-A1WAGt AP-L=A 10 AC- P--F- 45 WET e5-roRAGE- = &7 yJ 1014 poND 06'51Gt4 F-F2- F-LITUP-6 5WM 100V0 C4-. _717- L.> P-`( 45 Tc*;LAa F_ (,7 yJ 717 5 F; N C, H MARK POINT OF ARROW ELEV _J 11 _._ .__-. ` \ .- `. 'n _ ` '. _ ___..__. - � � .� - _ l� I % , ICI I i ( j/. , �„ r �' .. e}\i � ' —*x 4:1 4- 7 -------- -4— k r 7 72.3 • 720 R-1 IE FL �'00 4; F + PIN G AN WD 51 Of4 FUTOrz-F— PEVELt.,:5)FMet47 �I I � f � At4t? 19 ri L N �, ,� � � �'' 1 � � t i ,�F I j EF2,,!:;W7_loil AHP'5EP1tAEW_T Cct-4TP-C>L_ AWD s I I, \, I J j �I I i.I LANDSCAPING LEGEND IL 12C7 F0 -:5 E D ':5 1 L-T FENCE C-ULVEF2-T 1N(_e7 c7EP(t--1EN­T TRAP I I r ! I I IP PPof�pSE(� INLET PP-OTCGTIoN _60 WHITE 13 T$2-e- E -7) MIN. 7- Z'/Z- " -A L- I F E: F- MAF'L-C- 12- TEE E 17 KX 11,4. 2 PIP2,5,F'oe7-e0 SUGAtZ- MAPLE (MIN. 2 7- I1Z- c-A L_ I PE P- ... . . ..... A F"I W G o,"A Le5 U L A Tlt'--:) N 5; L A 1,4 r75�e, '�� ,r�" j' I I , 14 I j L-oT A P-E A PHASE 7 e:A C FT. LANDSCAPING A F-EA F-E,!;2U (FZE D = Z 5 OR- SZ l4O SQ.FT LL I PAVED Afz-EA '56Z FT. GP-AVEL AFz-EA = 6ZI Z r-, 6:) '756zFT. f 601 50O 5 6Z F T. TOTAL_ wb Zoo, 56d5) --- — ----------- -- - -------------------- ­_01 L-oT A P-6 A PHASE IC ->Fz- ZZ7, Zo5 I PAVED AR-6A 6:2 FT 4. I AL I __L_ I --- ­1­ .1 ____4 W CPA VE L_ ARE A 7 7wD P: T. PDUIL-PING AP-F-A F- T Wh WA7K a 7c�,TA L_ (56:51, 13 1 5 6Z F T. H v ZZ7, 7o 31��) S, ZZ7, Z05 P. FH'A`5_7E T '-z- PHAe7 P-C F--M HEDGE E vev,- "e,, H eFx.- Ipp -APED AFLEA 7 0 L_ A �-1 C:;`�;Y- --7-- t-7 • �x rA P- W- I tJ G PEP- I M 6 TE F2- I TF- F_ E: PE P- 4-0 F - _E I P-IMETC-P- P HA`7 PE-T f2-E E 5 F-E�Q (P ANN F2_ . ....... F2� 0 P - -TP-C- E PE F2-- '5 PA C G 5 _T E e 5 F2G 6:z D PAP2 (NG 1��`Tr= U (1:2-4�� r-) -7 7 G'5 E5� P F; -7-FEE. 7;z�_ ----------- 7. T P-6 E'5 P H A '7- 6 r- P E r-L(K4 CE TE� FL- (+ TPA e S, F- 6 62 D. LAtQr,,e�_AF1WG (EVEFL<�;F-EEW HEDGE) NC>7E PAFZ(4W(f- h-ATF_Fzic--FR = 3 7 Fz E E`2 V-E62'P - ` f I 11 ! P�F� �XW�D ':::I� (L ITTLE _iTTc_E LEAF) ToTAL TFz-F_E'5 FLE420IF-EP PHA-7C- _LF 1-7 T;2-F-E5 j He_;16�HT e_- T(ME t-->F RLA4TINIG J�3 71-F-F-5 ;::;� - __­Pk_gPk/( C> eD . ......... (C-1 I AN L__ PA r__ I IL L_ J L.] vrcxn. _ate_ CD _77- L.Lj NO LO 00 00 Ln L-Li J CO => -7 7C3 0 0 � U-) -C U Q_ x tz < F— LL. U) (f) Q) P > (D) L.- 0 LLJ L/') LLJ > > < 0 > � 000- E Lia- L0 a_ < C1. C:) < :D LL_ cr_ < 0 0 LL_ 0> Lij < _j LLJ _j QQ > 0 CL 0 r) <0 < J a Cn O 0:� LLJ < < W Lj z 0 N LLJ 0 DL a 2 U) Ili tL -Z LU 0 u -Z Uj > LL] z > LL LJ < C) O E-4 E-4 > �4 U.J � F__q F4 �W E_ DATE: 06/17/97 SCALE: 1 " = 30' DESIGNED BY: MDS JOB NO. 5872 SHEET 4 OF 4 C-) M11MUNIab" CENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins ,during construction, must be provided prior to issuance of the site development permit. They approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion Control Handbook, 3. A permit must be obtained from the Office of the Resident Engineer, Vircginio Department of Transportation (VDOT) and Frederick County prior to construction in existing State right--of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit. by VDOT when such permit is required under State low. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance wfith the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of tthe roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum .C,BR value of 10. CBR values less than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required' at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from .truck:s and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate muthority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location 'of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical Iocattion of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issualnce of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known grovesites. Grovesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered dwring construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during constructison and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual fielld conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as deterimined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnicai report has ben prepared,, it should supersede the requirements in this note. 23. Contractors shall notify_ operators who mainta-in underground utility lines to the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) marking days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility Lines in Frederick County appear below. These numb.ers shall also be used to serve in an emergency condition. Water. Sewer: Frederick Count Sanitation Authority / Y Y P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Phone: Bell -Atlantic P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 MI`S3S UTILITY 1-800-257-7777 Power: Allegheny Power P.O. Box 1458 Hagerstown, MD 21741 1 - 800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA -22604 (540) 869-1111 VD0T CENERAL NOTES A V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary,, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when poissible, to be installed under roadway drainage facilities. V11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. V13. All roadway fill, base, subsurface material and backfill of u-tility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independient agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be'submitted to VDOT prior to final VDOT approval. V14. VDOT Standard CD and UD underdrains 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 VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. K TRIP GENERA TION DA TA CLASS USE GROSS SQ. FT, NO. EMPLOYEES TRIP RATE ViPD 5 IF'FI 75 S, .r . Z. : (5 0 WA'R•� Hum �76, 7-5 I 3. ` P- eMT0 .o1-tZ 5 a'. ,5 -7 5"7' . cr- 1 \/PD T CONSTRUCTION N07 5 1. Water and. sewer Imes are to be constructed In ' accordance with these p�Iaris; The Iines sh;a'li additionally meet all- requirements of the, Frederick Count' Sanitation Authority. 2. The contractor shall coordinatewith, an;d arra.n:ge for nspection by the Authority. 3.. Exact locations of water and sewer services on new Itnes are to be coordinated with the Authority s inspector. 4. Water .laterals that cross the street shalt be in. PVC pipe. The pipe shall be 2-inch diameter SDR21 or Schedule 40. ft shall run 2 feet beyond the near side and far side sidewalk. 5. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent 'Meter i's set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame. and 'cover to be set to the final grade of the lost; 3) the distance, between the top of the cover and the yoke bar _ between 18 and 21 inches; and 4) oil components of the meter .box assembly to be in proper working order., it is the develo.pier's/conctractr's responsibility to hove the mete' box assembly installed correctly. 6... The San.itati•on Authority shall install al.l water and sewer services that connect to existing fines. The location of the tap and the ternnin°abon point of the lateral are to 'be coordinated with the Authority's oss'istont engineer. An a:pplicatom for,Fser-vices must be made and fees paid, 7. The: 'Sanitation Authority shall tap all existing, water lines, They will furnish the materials for. a n d rndke the tap. The ca nractormust 'make app.licati,pn for and pay the costof this Work.. 8. The contractor shall tie-in a new line to an existing manh•ol.e by core drilling th•e manhole: 9. A double 'ch' k, valve lve backflow prevention rise mbly is to ;be instglled on any lame (fire or e Ij tto domestic) that goes into a building. The assembly is meet ASSE Standard 'No.1�0,15 or 1015. if the assembly is mounted ins<ide a building,; a remote readout is required. 'LECEND EXISTING INTERMEDIATE CONTOUR 33 ' EXISTING INDEX CONTOUR . "� b® -- - _.,w 330 PROPOSED CONTOUR - - 40 - - EX E/P EXISTING EDGE OF PAVEMENT _ . PROP E/P PROPOSED EDGE OF PAVEMENT EX C&G EXISTING CURB AND GUTTER PROP C&G PROPOSED CURB AND GUTTER CG 6 CG 6R TRANSITION FROM CG-6 TO CG-6R.-- EXISTING TELEPHONE, LINE �.._ _..,... PROPOSED TELEPHONE LINE - EX. 15' RCP EXISTING STORM SEWER _ • - " PROP. 15" RCP PROPOSED STORM SEWER -' = - == - `-xama EXISTING SANITARY SEWER - - -~ - PROPOSED SANITARY SEWER - - - - - EXISTING ELECTRIC SERVICE - - PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE FENCELINE EXISTING POWER POLE EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE - - PROPOSED WATERLINE W/ TEE EXISTING FIRE HYDRANT •" EXISTING WATER VALVE w PROPOSED WATER METER EXISTING REDUCER - _ ... _ _ _4_.,...__ PROPOSED REDUCER i - STOP SIGN HANDICAP RAMP (CG-12) "* DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL aAMP STANDARD CONSTRUCTION PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING H /C VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET NAME SIGN -� PROPOSED SANITARY LATERAL CLEANOUT - - SANITARY MANHOLE INDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE - - - - - - - - - - - - - - - CENTERLINE - - EXISTING SPOT ELEVATION 12.0 PROPOSED SPOT ELEVATION 715 3 EXISTING TREE DRIP LINE EXISTING TREE 15" OAK. l 15" PINE PROPOSED TREE OAK 0- VICINITY MAP SCALE M !Zp RTE. 8b 1 Fi IT %- Al Q� 4 ,SHEET INDEX N Lr) 00 L 0 I N > _ - d Lnr 0 -0 c o 1- -C U a X rn (n V a) o a) >, c C D w V) c D 0 v_ COVER SHEET SHEET I OF 4 0 _ � PLAN SHEET 2 OF 4 PROFILES AND DETAILS SHEET 3 OF 4 O LANDSCAPING AND SHEET 4 OF 4 - EROSION a SEDIMENT CONTROL (n W U W PR OJECT INFORMA TION _ v 17 > 4� LOT SHOWN LOT 5 a ro - STONEWALL INDUSTRIAL PARK STREET. ADDRESS MAGISTERIAL DISTRICT GAINE$BORO Q PARCEL IDENTIFICATION NO. 4340`9))-33 8 34 LOT AREA 10.0159 AC DISTURBED AREA lo. o AG . CURRENT ZONING M1 CURRENT USE VACANT PROPOSED USE OFFICE AND WAREHOUSE SETBACKS - BUILDING: FRONT: 15' �-7 , PARKING: FROM ROAD R/W: 25' VHAI�E erNE SIDE: 25' 141.5 1&9 55 FROM PROPERTY LINE: 5' PWA 5E iWotn REAR: 25' 10:5, 1 BUILDING HEIGHT: MAXIMUM = 60' - PROPOSED = 30' SIGNS: PLACED ON BUILDING OUTDOOR LIGHTING: PLACED ON BUILDING (SEE DETAIL, SHEET 3 OF 4) aqJq22e= Wo P(A MPS-T I✓ W_ OUTDOOR STORAGE: NO OUTDOOR STORAGE PROPOSED F.A.R. CALCULATIONS PARKING CALCULATIONS F 6 MAXIMUM = I.m REQUIRED OFFICE: i SPACE PER 250 SQ. FT. PHASE 1 80,500 / 436,292fo0 = 0.18, WAREHOUSE: 1 PER EMPLOYEE PHASE II = 80,500 / 436,292,60 = 0.18 TOTAL 0.36 PROPOSED OFFICE = 1,150 $Q. FT. _ 1 SPACES WAREHOUSE = 13 EMPLOYEES = 13 SPACES TOTAL REQUIRED = 20 SPACES 25 SPACES PROVIDED HANDICAP PARKING I PER 25 = i SPACE REQUIRED 1 HANDICAP VAN ACCESSIBLE SPACE PROVIDED LOADING SPACES a E-, REQUIRED: 1 PER 40,000 SQ. FT. 80,500 / 40000 = 2.01 SPACES 7 SPACES PROVIDED W rA�?-41N e,-AV,,-ULATl a'45 � � E- PHiA5 Cr M Q 0 U ENVIRONMENTAL FEATURES EXISTING gal__Z ,U12� oFn 1 � (Z 2. 5, e2. F T• � � O " FEATURE ACREAGE WA6 o SE tI ( PC-P- EMFLPIc>`(.C: > FLOODPLAINS 0 Pfzo c>1E,r-' F14E :1�1 75o SG2 FT, =? Si`�ACE5 LAKES & PONDS 0 WAR-EHorUS E ,= 13 E�APl. ES - 13 SPA(•E Q WETLANDS >1 AC 0 Tr7'A L F_e6Zd11 EC7 = Z0 5E! a SINKHOLES 0 ZS 5PACEF5 F I P O NATURAL S.W. 0 DETENTION AREAS F-1ANPk P ffAW_1�4 STEEP SLOPES 0 1 P61Z ?-5 -- I 5PACE, P.Ek2UGP_G >15% 1 HAwr(CAP VAN ACCE5sl RLE Sff AGE PA4M PeD WOODLANDS 0 L,:`APf G 5PAt e r1 __NA1 SIT E='I_y y ti LOVED DATE - SURVEYOR'S CERTLFICA TE �9 VN I HEREBY CERTIFY THAT THE LAND CONTAINED IN THIS PLAT IS ALL OF THE LAND CONVEYED TO ROUNDBALL ASSOCIATES BY DEER D,4TED APRIL 21, 1991 AS RECORDED IN DEED BOOK 618 PAGE 1203 AMONG THE .LAND RECORD.$ OF FREIDERIC< COUNTY, VIRG INIA A 1WR0 MARK D. SMITH, P.E. L.S. SEAL CO V ER SHEET Project Name., 0 . Owner` Address, Including Zip Code & Telephone No. 211 5, WASHINGTON ST. 0 9 RCUND5ALL A550CIATE5 WINCHESTER, VA 22601 v MARK D SMITH (540) rorcl-3555 No' 022837, O Develop er: Address, including Zip Code & Telephone No. ,C(l�)p 211 S. LUASH1NGsTON ST. SStoNaL � ROUND€ ALL 4550C I ATE S WINCHESTER, VA 22roOl (540) 661-3555 Engineer Certifying Pion: Address, Including Zip Code & Telephone No, 151 LUINDY PILL LANE GR ENLUA'l' ENGINEERING WINCHESTER, VA 22roO2 (540) 662-4185 PROFESSIONAL SEAL & SIGNATURE APPROVAL DATE: 6 /17/97 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND SCALE: ORDINANCES, ANY DEVIATION OR CHANGE IN THESE -PLANS SHALL BE APPROVED BY DESIGNED BY: THE ZONING ADMINISTRATOR PRIOR TO ZONING ADMINISTRATOR DATE MDS\ACS CONSTRUCTION. /.. - - * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL JOB NO. 5872 F.C.S.A. APPROVAL VALID FOR (2) TWO YEAR$ FROM DATE OF APPROVAL _. SHEET 1 OF 4 TM 43 - «19 »-11 ! Ex FL4., L. ;NE ROUND 15AL L 466OC I ATE S _ - ZONED: M-1Tr I ► - _- _ �_ a I USE: INDUSTRIAL TM �- ROUND 15AL L ,4SSOC I ATE S _ f TOP _ 12I.4�! j I -- -I INDUSTRIAL DEVELOi='MENT ZONED^ D �? G i ✓ C IN ,/ '. 11.4.�2 " E, �,�*''c�A :' L i %� ,% r�R I + _ F F- - x E, I 1 l_L - { USE • INDUSTRI AL ZONED: M 1 r - USE: ' INDUSTRIAL j IfHco S 9°30,3 UJ ro1oe> ,% 4 II tY i f 1Q,t D'AINAEi.; y ��`-`- 1= • r w - .UA'T R L,'NE I � CO � 25, 6RL 7,7 k ) S /I 4 f �.�� •�3 «.��� C," ;.I/."fl".RLi1w'1!• E.G1M rt f • I, PROP 6" WATER LINE W xf ^ .,.� CO SEE PROFI E "B" 5HT, 3 , _. . . �I \ ° PROP BOLLARDS i 12Z _ OF all ° (TO BE REMOVED �= PROF 6"-218 Q 5 RINKLER LINE ° UPON INITIATION' 1 ° ONTUTIONJ f AW a ti 3 TMf ROUND5ALL 455OC1,47E5 ZONED: M-1 USE: INDUSTRIAL 7-1 ROLL INS LE,45E CORD ZONED: M-1 USE: INDUSTRIAL I RELOCATED EX. FI-I / TO BE / REPLACED 1 6"Xro" INCREASER PROP wV t CRATE VALVE I 1 \ / I BENCH MARK \ POINT OF ARROW DETAIL ELEv = i2121 NOT TO SCALE . i r 1 Yrrilln! M.M s �M. m,ui 's �n •'� •'aMP +rvmNelN+YiayMMlP.r r.VY. YMP +.+�Amr—m� +M&MI' ..ml�s .� INV="114. ST'D ES-1-1 x 17 44 IVV I C: 1-1«/!- i,-Il1L "AAINLJII..HT— ><s-ki-Ir LOCATIONS TO BE DETERMINED BY VDOT INSPECTOR 1200' 51Gt47` DISTANCE 050' i 12rocO't TO McGhee Rd - RTE Sio I al r r--------� r r \9 r I I PROP FUTURE I OFFICE I — WC RAMP WITH PHASE II I 1�5m 11" WAT R 5ER ICE \ :)E VELOPMENT I PROP p�ftURE P OF '/e" ETER H/G SIGN — EVELOPMENT ' +l�-� SEE 3 PROP 4",PVC SEWVR SERVICE. �� ENTRANCE,Ai<1ID . . -- P,ARKIr iCz TO''. , �S 1 r r I I I 1 ,� —�� BE GON$Tl�t)GTEQ• I �� 1 1• , 1 1. 1 I .! T DuFR.Im(�.Pt4A�E•II. 1• 1 1. 1 1 r 1 f �� CONSTRt1�tJON r F I i �� --{l�o MITRE I I, I 1 11 • 1 ^ � • EDi TM 43-CC19»-35 t I� M. WILL IS WJ 47E & STEf=L`IEN D, UJ�4I7E ZONED: M-1 USE - \/,4C,4N7 I � R R } I L i P,4\/E1"1ENT SC+4EDULE 8"-21-8 3" - BM-2 2" - 5M-2A ro" - 21-B 2" - SM-2A 6" - 21-B NOTE: PAVEMENT SCHEDULE SHOWN WERE BASED ON A MINIMUM CBR VALUE OF 4 CBR. VALUES LE55 THAN 4 WILL REQUIRE A REv15ED PAVEMENT SCHEDULE. V tt X/ .1 REDUCER .......... INV N 4930 32 (o(o l m5'- .--a t a S .,yy,,,,, ,,.,.. .+...q•w. .. Yam.. ` i. PRQP 57ID "CC:- Il, ENTRANCE , • _. -*---EX (o" WATER LINE , k X x X. x x 711.26 11125 116.91 116.19 116.66 11636 11626 11b bb j� 116.14 116.9® 11 f ®4 11131 �1' SON D R I �E - R I - C��v 3 5� R/lU) -TA To BE MADE I100' SIGHT DISTANCE 320' NOTE. OCATIONSROF 2TO BE IDETERM NED UNP05TED SPEED LIMIT gY •F�s BY VDOT IN5PECTOR TM 43-<< 19»-31 .: THE NATIONAL WILDLIFE FEDER,4T(ON ZONED: M-1 USE: INDUSTRI4L VJr Tt I -I E R e Fe_- r4. 7e ri_fA'',r f -r et ie,T>»Luc`rlrrr- t4 _Z W00o L_._.1 _ z N f c� o �� Q =' L� T Q) a) Z _t� o0 �X �u c� F- a W� J 0 Ih Q W ~ Q J ^ Q j QUO >��� O O a- . x LL- a- Ln E- Q � ao 0-1 Q - Q O O > L.Li 00 � > > Q z O Q Q� Q J a- � Lf) z ax LLJ X vi w _ Z cn- < u ON * 3 F- •1 z w Z 0 72 0 41 w U) z r o -J �I� w '=- o �k P\ 6L, cn 0000 0 0 �z � Y o `' O aZ.�� 3 Q O O N � E-i a� W ZQ DATE: 06/17/97 SCALE: 1 " = 30' DESIGNED BY: MDS JOB NO. 5872 SHEET 2 -OF 4 (-.—JAt: q.t_4P„ HANP14::::AFFeP PAfzKtNC► SPAG E 'S `N &4"- L V-&/I'_o"j/t00v 4TAf4t7AFLP ALUM. HAWt71CAPPE-P PARKING 15P16 4 -Tcx "I t2-eAC'I 11FLe5E,P-VEP PAFLKING WITH 1 PE-NTt FICA %P1k '51M ePOi.- E5oL-T T,P 5TL-. Tuee WITH 3/a" CAnUh, f F"t-ATEP NUTS , Rx: t---TSf VAW ANP vVA5HEFZ:'5 .. S"?'L.. TL-J vPe f2X TC W i;;o' "G. PIL.i..eP FPIPC P'Ib%;Pv'IVC W(L-PEP VVATeP-NIGH-r GAP. PANT �+ L.-• it- &, i I s " fit -AG K. G�FFe a 11 PAINT PIPE MA --re `fl 1-- o 4ff 11 F`A VE;KAENT I I o a 17-Tt7. 37L . PIPE FIC.I..eP WITH G01•1G . •I 3 -,ca LvNG I&A" EA . WAY THFL,u PI rF_ "GANG. 6A 7E HANPIGAPPED PARADING 51GN A N b MAP-V-t N G pE TA I L. 0X' r 4.A RCP "..�-. �t DC Iz "O"iMum " y%.ore iP ,K Ih L-! +00 THAN4 40 NN. THE►,! 'TNi 'G6oPC OP T14ft 1•LAW-ZC 54tPG 'J.KAL-L-NOT oxcelmo i Ia "IMIS FXA M PI PIE TA I L- I CULVERTr pip RIPRAP i ff�- w � yam.•• r.. • COARSEAvftcoik *STa . a REQUIREME95 TO YRAyr or P~ s9rft • PERS. ECTIvE w f• . ♦ • Y OF � R1 7*A ARF Y K♦I 't' w �,�yJ I 4r r,Y ♦��j Jr • 1�� `A I:z x�lr�•.+ fnIAcM CLASS piew J� j AT 1/2 ,, ELEVATION DLJmF1"5T61Z PA. P 5 EC T14e,-7-rJ * ALL MATE-PLIAL. riteATeCZ0 — F t--,PM b, view IN THE. 6\leNi TPAlT r,>Se V-15 WI L- L- STr"' 1 cxJ19f THF- 0EQ iiRer-> PAP rz.tTc, Tm car-ety e . W1 L L E5 a C-e--rTFA-AC 4C-ALff— *2_'• .ilwas—F I:"x 6P Cr6 PAC McPfT* WITH WIMfPW#4 C-0 • � DOfi4r d%TL, 40L. t1414 La+AI>4r �� A*Ar 4 D0 _ TOP _ T•;c ��- �Mlt•-os PETAL L-. E5VAEL-0 fFENGE A FICU H P _ C?UMP' 1FEX PAR __ *"IPAZ- 9TL_._TLtMAS A LL C'tcM E C5 -AI417 G&A=Vr--TA K E *H," W i I, PC:P dNITK_ w 1Aclrt.R...rWltiT9 1"9 &" COU*ld *AW&I �rlrr+tnt ,rL.".IG! ASATA MOOT -- R+uc L•ATi1i _1�lAN:IGiT I L_ J i...�._,1 -P-a ,rI F'I'9T -9 - GAT 6 P. E TA I L- 'TYP'IGA L. 5 EGTI vN VPC>T 45T' D cuP-Pp F-AK4P iut F-7AIL�'�HT A SILT FENCE CIIL VER T INLET PROTECTION 1 . , E �1 1 Toe a n. SILT IMUNU L ROp OPTIONAL STONE COMBINATION, I rti.w to RLOCf"a. . •NpN vCLCur. tli ►LOr • 1 0~ 730 7Zp CONSTRUCTION OF A SILT FENCE .� (WITHOUT WIRE SUPPORT) i. SET THE STAKES. 2. EXCAVATE A 4`X 4- TRENCH UPSI.OPB ALONC THE LINE OF STAKES - nar 3 STAPLE. FftTP.R MATPLRIA1• TO NTAKF.S ANp FXTENtw 4 BACKrtLL. AND rOMPACT TIM KXCAVATP:n 11101L. IT INTO TIIK TItKNGt1 IIII PLOD''.,., SHEET FLOW INSTALLATION (PrRSPECTfVE. VIEW) f i IOW I A i a A POINTS A SfiOULD BE HIGHIM THAN POINT H DRAINACFWAY INSTALLATION _.— (FRONT EUVATION) 4 _ Source: Source: Adapted ifrnm 1 , atitrn . I�dapted frttittt TdIDOT Standard i' tislyi��L.rxtLdW and Fabric Filter Shetts and Va. DSWC P�Mrc 3®&1 Barriers for Sedinjent control- Sherwood and Wyant I'm 3�a STONE CONSTRUCTIONENTRANCE SIDE ELEVATION 71 I r - r, G* ZZ, iE! �. :. Oar SECTION A --A y� SECTION . . Soar•: Adapted Irma, ttod v. DSWC Plate 3.05.2 7Zr,- 72a 71So W w G. W G I- I F Foi2--P PLAN p paP 10 Z o pEG. 11985 l 1I12- - I-Z ___ __ 1 S' SM-Z-A t�2It8-3 --- --- 4 _I O V 4 A • i3o" 21-A 13ASE STONE _ ----_,_— Ott 2•i- � TI(PIGAL_ PAVEMENT \N1PENING AND PAVEMENT o7e6710 i PETA IL - NOT Tr='' S C A LE 715 p {ZD & IZA P E EX I,iT. r-FzA I? CR EX. G 1zA P E- r V-4:::,f;. F1HI5HEP &RAPE 36" MIN. COVE12 L w z o Q _N Q N "i'- N T to it 1 +oo Z f-Oo 3 t-oo et- WA7E9 LINE PROFILE "All S'-ALE : 111 ° 30' 1--t0VIL. I" ° S' VEIzT. U.) z J a W W 7 4 L4-- ►Y+ r, O d� O+� EX. GIZAPE 1 F90F. FINI5HEP GiZAPE PROP• 8" SPIZ- - 21 WATE1z L-I NF- 3b" MIN. COVER \ \ O i � Q 3 � Wo N I too Z t-tza WATE-12- LINE P{zoFIL-E SCALE I"=3©' Hof7-7-. ("= S' VEtzT. 72�O z Q. v , 71S Q — COVER z �P J � • U W �p�-' 7o5 1w- V �' Ul W z L1 J x=w W 9>`D z W xQ d 7 c>c> x �, m x . LU ISl , d , OCACID tL L co (0 Q t + + + -C WATEF- 1r,1NE PR-C>F-iL-E " G " SCALE. 1" 30' H012Z. I" 5' VE-F-T. 71S LMFCD 71 C' tot — ! 2220 "" ie the nw n wm (� tOgwOM.'" to octww a 121 agile O 11 I?$ m- Ta<rEN THE ENTRANCE ft*0%CAN0T 7 ACCOWMATE THE TURNMJ(i RCrD1MK1rENIS j OF An',CFATED aEAvr TRUCtc 1RAicT[. > Z ,rws Z i,...• �T47P-M WATE Pam- PoN D PETA I L- 1"= 'Ij PF�P. GG-(o EX•CIzADE �c�P F • 12- 1�i H E D _____ -_--- __ _ _. � 6 RrA DC 1 d• bL N �p q W N W V +Q to 0 fl+GAO I +oo r- PfZoF(L-E THP -U PHAriE -R ENTIzANGE I "= 30' 1"- S' 5+00 z 1.1 0 C D � r3 I N Z C - - In w --J Q,CN c° -<C =� �N C C O 0 It - Ln tt �x � < kP C� J T� rn N �, W .L _ C a� -- Q C — x o w cn W X ''V 11) W w J Q^<L t1 0 0- fl 0 ���n O Al x U In n Q n 0 ((� ((� O O�<0 0> Li >� r I ���p I � Q 0 Q > :2 Q0 af Q Q —J mu u) z Q X �c�W Z (nQC)? ON *>-0 LO Z � U -► z . �) li T co 0 �' + 4 4- Z > � 3+� �f-t-oc> tU z 0�a W y W j A V A ,. L.. W Q ' N t EX15T &FzAPE P P GAPE ACC - 3l�" MIN. GoVI-FZ can 00 N 0 a� O O " S b F2 - 21 wA-T z � � w x � " u Q WA7E PZ- I--. I N E PFbFt L-E it D' 1 E- A I.- E 1"= 30' 1--1o;7-Z. I"= S' VI;F-T. C) Q C� W a 72o IZ t?rLnPoSE� GG-h 71�a w � � DL 0 V DATE: 06/17/97 W --- — V Lo N SCALE .'�SSH�wN DESIGNED BY: MDS Q+m I +oo — �. PPor-IL-r= THR-U PHASE T- ENTzANGE JOB N0. 5872 1 "= 30' I "- 5' SHEET 3 OF 4 C� Erosion and Sc itncrit Control Notch - w o 00 1. Ali vegetative, structural erosion, and sediment control practices will be constructed and maintained according to mininiurn standards and specifications+ � � � _ ._. .v,__.. � i l � Y a ° � � __. of the Vir i,� n a Erosion and Sud ijaiew �, owul __._ ____.... _ _._ _._ I J 0, J -tft f ciok..antt°t'trgiFa �t+`Rb2 "�'""°""°""'� (ri ? t I = > CN j Sediment Control Regulations. } i t = Ln W o � 2. The contractor will install the silt fence, i �!, ; ~ , , W contruction entrance, a temporary sediment trap, ! i w- � and inlet protection for culverts as shown on the site �� � --- _ � .,, - �-� " ? I , � I � � I- L.L. C� � a� Q 4 1 • plan prior to or as a first step in clearing.I — �� — I� I —--.. 0)0 _ R X rn 3. Within v c t seven days of reaching -Lw -- y edic,h ng final grade, the _ _ _._ . __. - ... - ,_. _. _ _ _ contractor will install permanent seeding to ,1 disturbed areas w (n I 4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and one week prior to the final 1 iiLli inspect'on. ^ a I , 1> Q ` I S. The contractor is responsible for installation of 1 > 0 o ate. any additional erosional control measures necessary Mom. Cr- w w w Q •w o 122 I � 1 < mi to prevent erosion and sedimentation as deterned o w by the plan approving authority. r �, o w o > w e, w o 6. A co of the r ved erosion and sediment ` > PY aan o gd — — — — Q Q L, control plan will m . > o p be maon the site at all times by the contractor U_.ry. I ---------�---------------- - - - Q o< � 1 Li- 1 t S Q Q w I > ° aCO 7. The contractor is responsible for drainage of all I �1t? P _ o w Q disturbed areas to sediment control measures at all p 0 z I- Cn wl I Pf L A x z w v> times. 7 I 23 { I o w O : ' I 8. The contractor will inspect all erosion control ; I00�- Q ~ measures periodically and after each runoff I I i i producing rainfall event. Any necessary repairs or I i cleanup to maintain the effectiveness of the erosion control devices will be made. (tmucdiatel . yes' 720 Ir HEET I, t^U ' - - fig RECOMMENDED LEWATE a , �����: ,� �HKK � � � �- , ' r CID T— SEC> S YS TEM FOR SEDIMENT r , BASINS - I. ' Z `n PRovIDE ADlowr[ ' r STRAPPING POLYETNYUNE CAP I 4 l�U T♦AA � AN PIN G TACK WELD — — — DRAINAGE TUBING. DIAMETER VARIES L I (SEE CALCULATIONS IN I I X PERFORATED POLYETHYLENE* \ APPENOIX 3.1 ♦—A) "•^a. i I I`, <, ..,1 Of4 _ .. II LU WET _.._ r RRHOO—STYLE OOWUK STORAGE DE)MATERING ORIFICE, SCHEDULE ♦D STEEL STUB 1—FOOT MWINIUM, ;'At4t) 15 -- ---- — DWdETER " FUTU �E DEVE LOP M N—T �a_) -- -- 1 x I z CORiRK.ATEO METAL tM5ER m w I ksl �1 p tL I I# i N rl X i W DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 a ' AND AASHTO M294 I I ' EP- SIC>W AND SEMI MENT CoNTr-oL_ AND t- # I U Z LANDSCAPING LEGEND z I• , I ' �i� PIZc?iED SILT FENCE > W r W 17 1 IZoPc--1SED GULVEP-T INLET SED(I,AEN7 TFzAP Z PPcFe 7C-D INLET PP-oTCGT(e-IL r Q I * I D65 DE ATc-- (t\(G I ? WD CEo WHITE 5 -713 2 I -` I I j�/lltl. 2 2 �Z GAL PEP ws'LT 1,,, TIGHT 1 �✓' P(2oPo5ED F-f D MAPL,C l2 T(-2-E E 5V 1 �iz.14 b 2 -0z. sT coNNcoTtor! I r I RM Q- N tiJ l I I 1 f i1NI. z Z /2 GAL 1PEF� I , , 1 I s !j: I o P IzoPo S ED S c._1 G A 12- M A P L E 1 1 712• E E S WET ST R, � r�GP IN Z" r d 00 1 � z 2 1 LANDSCAPING GALGULATIoNSME x "� �,„ �^AiA PHASE I = i� DRA 11�JAG E A1=-Eft = • 10 ACF�-ES 4 Sv AG . oP Zo8 5(�o SGz. F T. 00 Pg0 _ 3 3 LAND�AP/NG At�-EA �(✓Q(JIRED = ZS% OR-SZ l�{o Sc�.FT. WET �T�-AGE, - l 7 yd /cicre x loacres = �70 Vd 18r�o +. 1 I; PAVED AtzEA �C PoND DESIGN F-P- FUTUFZ•E i Gf2AVE L ,a,F2-EA = �z, ZSo Sez. FT, O - - - - - - - I ► I ' I 1 6UllblNG A f� A = Sol 50o S�2 . F T_ (� N I Z I I r � r r IToTA L bR-`( STcc-AGE _ �7 yd 3�acre x IOcicres = �7�Yd 3 = 180��0 _ i ISM, 18o Sc�. FT. O 71-Z -� > 7(3 ,� U 'Zog, I .. �I �� -------------- -- ----- 11€ f-oT AR -EA PHASE ZC oF2- �'I J ZZ7, - oS 5c�. �T. —T T T 1— I I —T T`- 1-- —T PA _ U :.. •.. I ED AR A - ((o,40C) Sd-.FT 00 I II GP -A VE L A P-E A sue = , _� �Io Sd�. i W v� � - CID - $ol 5c� SQ . F T Z px,l I l-DING AP -E A I I o-TA L 15(0 , S (o S G2 � � � Q � BENCH MARK ., K rr H II P T � o �, POINT OF ARROW _ --� /. _ �\� -- — —_ C K I ? U� Q lI Z 7, - 6Z 8 = 0, 3 S = 721. I _ = I 1 I I I 1 I I I -- __ —� 7 S- ZZ7 o5o = 31 o Z 0 �.�, ; i 2 � S ELEV 2 S I i i i i i i i i i o ff 71 M M �M l�0 5 PHAyE 1• PHASE I / I I vo1.,p 7, EiV� ENS HE�GEi M R I R N H E G E .�� -I ^ M AP -EA 7" nW L A N DSGA P E D= Z / F- Q P fl— Li t F'A R- IK I tJ G t� E t2 M E TE Fz - I TIz E E P E R- 4� C� lP ',,; -� _,. �� ., ,,.:.o. - ._..,._ - _ __ _ _ _. - _ Ih _ :_ _ ';• jPHASE Z PEtzIMETCR "' --... _.. .. 4on MIN 1 .. ..... _ .. _. _. ...... ,.. - - _ A�-FLING INTEWo(�- (7f'--EE PP E- Io SPACES 3 TtZEES h-Ecz ...-...... .... . _. ..._-.._. m...... _ ., ,�„�,:,. _ TEA L TRH ES R-C Q U I r� D P H R S C T I � T I�-E E 5 _ JJ' .... .v...nm. ._ ....,.......,.:...._...,. x.... a ... ... _ _-w .. .:i-.-. .. - 't mod.: 11 _ \./ A -"f' EES PP^o�/IOC— T{�-EE.S .. I 1 ---------------- _q HA 6 IT- PER -(tit GTER- S 6 0- _ 1+ 7P--ES R-E62'D. � ' LAWP"! P5 NEVER-GF-EEN HEDGE ;I ! PARK(t1G INTEWG� = 3 7f�EES t2E�z'D. P�TLE _ __. P S C- = P �xin/�D GOMt.�tON c- z t-I T LEAF) 3 Hr✓1GHT � TIME of PLf+hkT(NG _---..._ _ .__ _. _ _ ___ __ .. i'oTAL. TR- ES i2-Ec1UIP--E t-( T� I TEES /17/97 o v(D EDD ' `A - 18 7 (2EE S E GATE 06 740 . _ - �,r .. _ C, 0 5 H R-U F3 5 TOTALC _._. �' A PA P--`_- SCALE: 1 " = 30' ,I DESIGNED BY: VIDS ' L JOB NO. 5872 SHEET 4 OF 4 U -* 1 C6