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Home My WebLink AboutSDP200000096 Plan - Approved Final Site Plan and Comps. 2000-11-09L- [:=IN^I- --317-E F'L^N The-, u t-7 ty f ^Cbc-.�-m arCe Vit ice 516NATURE FANEL: 0,00 Cover ZI 14L Jw APFIF ML 1.00 General Notes APPROVED 2.00 PLANNING DEPT.: m cv,�nl,y of PAWnado of plaming T -H E COX cXDN't F-1 1"T, ENGINEERING DEPT.: 3.10 o4w, UMI—tw M ZONING 1) EAT.: Site Plan M 4.00 ACS, M 5.00 Road Profile 5UILPINC; OFFICIAL: f. 6.00 Critical 51opco ■ FIRE CHIEF: Landocapo Filar ■ 7.10 V 1-) 0 T: e - ■ 8,00 Sewer Flan OTHER: 9.00 Storm C31c51l)ralmioc Divided J U L -'Y' 2Y, 2C C, �>ErTEMOEP-- t3, 2GOC) OC-TOE5EK 0. NC>VEM -r 0, 2000 �3F R E C V J!J!',l i Ijcri (:QrNq!Mt2R i Y Jt, ,"ELOPMEN1 0,00 Cover ■ 1.00 General Notes M 2.00 Mar Exhibit m 3,00 Site Plan 0 3.10 Site Flar, M 3,20 Site Plan M 4.00 5torm Profiles M 5.00 Road Profile ■ 6.00 Critical 51opco ■ 7,00 Landocapo Filar ■ 7.10 Irription Man ■ 8,00 Sewer Flan ■ 9.00 Storm C31c51l)ralmioc Divided ■ 10,00 PMP Macter Flim ■ 10.10 f3i,ofilter Grading & Layout; ■ 11,00 Paving Plan ■ 12,00 Photometric Plan ■ 13,00 E'-& 5 Narrative ■ 14.00 E & 5 Plan ■ 15,00 E & 5 Dotailo ■ 16,00 General Details ■ 17,00 General Detailo ■ 17.10 General Details R E C V J!J!',l i Ijcri (:QrNq!Mt2R i Y Jt, ,"ELOPMEN1 FINAL SME FLAN NOTES THE COVENANT SCHOOL UFFEK CAM FU5 1. Applicamt/Froporty Owner The Covenant School 1000 5irdwoodl Road N OAD 1*,UkNTT1NAN(E,\C,REF Charlottooville,VA 22903 THIS ROADMAVI FENAACT dLCREF"mF" 't 4,Y 20011 bY Z Laridocaple ArehitectotEngimeereiPlanners "'A .-tg I lILDA tt Bh-CE7)FKMIA1 Ut ef'Ihe RDIUST 1,000F LAND 71f1th I; nns1r, The Cox Company Ag- J971 220 Eiot High Street un" SOU MWOOD M011ILP, HONTE, !�.STATE'-S, W( Vl� ��mta Charlorteoville, Virginia 22902 WI 'I Nil S SF, T H' 3. Parcel Information Tax Map 90A, Parcel 2 D51755, Page 173 j-,i&i W -,l It ,,dm le", S,elt,-vIie DP 505, Page,.5A8, plat I IIN&C,-, 1111, lit"ai" "f Mb."'fl, Coi�xy, vhbki. kv—n " XI�md,, TJJ� 00A-2 .,ltuJlg 933 -1,, (thu 4. Exiotine Zoning VUF,,RRAs S-ih—,�d is If-. c -n- p-1 if a F,-2 Kesideritial (approved DiAo,,t ,EAR.-d0.e,.t, V4giMl,, b,,o- ,, Alb-flo T INT, 90AI -M, (56e documentation below) 5, Planned -and Use Private 5chool (Campus Grades '7-12) ,lbjt,,A t,,hg, T,, rel, k C.eet mi,djh, Pw4 w Pudding Square Footage: 90,000 on 25.95 Acres ria ,et it t, 20. It-th Id 6. Parking Aralyoio fl,, Nall, 1 --by et, t, lh't A -t, Lqdt;,, P -L I!. Coviortl Total Student Occupancy: 550 (per 5F-99-54) Total Parking Foquirej: 25 (grades 7-9: 27 5112) and 92 (gradeo 10-12: 275 l 5) Total Parking Provided: 159 Standard and 5 HG, 1 HC van aoGeooible t,"k-t w It. ""as. (-wtewt ,I 'rp-lh- tot I&Ii t-1 lilth thelJ 04 b . ..... ftht, 7. impervious Surface Amilyolc, Area in 5uildime: 57,251 eq. ft. Area in Parking: 55,554 oq. ft. Area in roads: 56,115 sq ft. Area in Tormic, Courts: 29,500 sq. ft� Area im Sidewalks: 155Z5 oq. ft. FOAL-) MAINTENANCE AGREEMENT Total Impervious Area: 204,205 oq, ft. (PAPTIAL 5ECTION) F'6roortagie of 215.935 acre oito impervious: 16% 8. Minimum, 5uildirho 5otbacko: 50 ft. Minimum Parking g Setback: 20 ft, xl� MWrriurm Unbloturbecl Setback: 20 ft. NTY 'A,Al't", 9, Datum and l3erohmark Deference The Boundary Survey ohown to based upon the plat, provided to the Cox Company by Kirk Hugheeit & A000clater,. See the attached plot, dated September 22, 10ti 1998. Jim, i, "OW 10. Building Height Amolyoio Maximum building Height in K-2 Plotriof,: 35' Maximum building Height Proposed: 35' P"T VP 10-I'l—tt'a rat "ZcL ul k I,tFdtmi— 113,1 qn 11. Upper School CaMPU6 Planned Land Use Suri-mary: Upper School 5ulldime (Footprint): 57,251 eq. ft. 21-a vfia ale S-!, 1--d", P""'.7's f ih, 11.16, a,d Parking, P�oado and Sidewalks: 117,492 sq, ft, (107.) ,ho,e� xvt e,,1J,,,,', wnti,�r tle" f- lm'xh "'t l5t)lfIt iI, ft. fulIme,, to ,�,P-ij of Tornio Gourto: 29,462 oq, ft, (�5%) fl,� pww, wt) iw ,, - I, -,lle pl., Ild " d "' Active Open Space (Athletic Fields): 195,400 sq. ft, (15%) Flaooive, Open Space: 727,036 oq. ft. (64%�) Total Open Space: 925,4-:56 oq. ft. (82%) PeoUWol, d—, h,z io. h—,dd a'I I —u e,t. If Y." Project Total: 1,129,641 5q. ft. (100%) d"w" �hl "Mb, 161-t. A 011it1w. 1"", -w", 12. Maximum Number of Students: 550 (per 5F-99-54) -- tat km""f, e, b, iWd mal, it,, 1Jzf,,ii bq&, oIttw,, 13. Maximum Number of Ermploycoo: —60 (Faculty and Adminiotration) Attie Ut . ..... I �,iw i, I� b,,ieW, —h Ill R.t . dOg pin y— .i "I —W. " a .entatic. opp-1 Y- , -Y 14. � Estimated AM Peak Hour Traffic Generation:, ttI (Based in Maximum Student Population at full development,et tmlafl,, t,pp—m" e, tl,e i)epim-nt oft'laniiing I Com zli,Ie A "I aiif .1,ilt pw i, n4, otnfmh verldi U fo, P,�Ive-,Y iAe. (—�,Y a,5 requested by VOOTard County Agent) Total Trips: 600 vhd 1h, he'l *,, r1.1 "illb, wta Sv-, aIdd;— "I he ftol—lt Tripo Entering the 5ite: 590 vp6l —dil Trips Exiting the Site: 210 vpd flk pi—j.g c,f It", i1oll ,U 'I., ie, Mif ........ . w—ii, f", th 15. Magisterial Plotrict: 5cotte5ville 16. Tree Coverage Arialyo15: Total Aceraec in Tree Coverage: 6.76 Ac. (26% of the total oite) 17, Zoning of Adjacent Parcels: All adjacent parcels are zoned K-2, Feoiciential 18. The following waivero were, granted by the planning commloolor May 30, 2000 Allow disturbance within the 20 -foot buffer along Hickory Street Cooperative parking for the athletic fields and ochool Parking farther than 500' away from the athletic facilities 19. Attached io an ea Dement agreement granting permicoion allowimo, off-oite grading. Gee E & G Narrative, Sheet 11,0 of 15 for documentation 20. Attached io in cao,ermernt agreement granting perrmi:2olor to imotall sewer main See Conceptual Sewer, oheet 6.00 of 15 for documentation 21, Attached 16 a road maintenance aereemerit-fora portion of Hickory Street See General Noteo for documentation 22. Kequired fire flow io 3,125 gprm 0 20r5i Exiating fire flow io 4500 ep- 9 20 poi - oee memo, Sheet 6.00 of 15 A Sprinkler oyotem io propooed for the 5chool 23. Adequate capacity exioto for oamitary oewer load. See, sheet 6.00 of 15 for documentation 24. Work ohall be subject to inspection by Albemarle County Service Authority [moreotoro, The contractor will be responsible for notifying the proper oervice authority officialo at the ctarlt of work. 25. The, location of all existing utilitico across the line, of the propooed work are not meccooarily ohown on the plans, and where ohown, are only approximately correct. The contractor ohall an hie own initiative locate, all underground flmoo and atructurec, ao meccooary for construction, 26. All rmaterialo and construction ohall comply with general water and o3mitary comotruction opecificationo ao adopted by the Albemarle, County Service Authoritleo on 111611998, 27. Datum for, all clevatiorio ohown in the National Geodetic Survey. 28. The contractor ohall be reopomolble for notifying "Mioei Utility" (1.800.552.7001) before otartire any work. 29. All water and oewer, pipes ohall have a minimum of 3 feet of cover measured from the. top. of the, pipe, over the ceritierlime of the pipe. this includes all fire hydrant lines, service laterals and watierlineo, etc, 30, All water and sewer 1ppurtemanceo are to be, located outside of roadside ditches. 31. Valves on dead end limeo ohall be rodded to provide adequate rcotrairit for the valve during a future extension of the line. WAIVER DOCUMENTATION C013N fY OF ALReMARLF C-ti'-14��, Vvtwv� ,, 211�1 b ltlK, Ebb h23 (Im,bor22, I 9c 1 it 1-- 220 y est E st illk, ti -A 22900: [GSTWee, C,-Imt tpo, Taw i,top 14'e, N"'t 2 1. 1.x vii t-1111AY a >tOtA t p-e""b" fohP111 hitil titto'-: 1 11", Opt.. 8.1-1 AI,11 tv ol-it,"I m ca,tarur miu, a. Coc'XIT B; ;,ejzt, ll no, 2 a,, "Adi,isi"u ifI, tml-ty ,, "'Poe*- ,I h" b",y""d a"" tmt-d 'pte;i"A'Ise ptt.it 'I'lal oe r ar '10ar a o-ttm priotw f-0 it it qiaittppi-1he, "Opp i ,r, "ill bi, re"romilll;,, a! i of ra jxsitwl, lqui-,,ilt, IhaLed11),61,111tli�,Iolillye nmesection iwpo-m�.o, v'd-,,Iwa C,aci, du td and k 111) 1 i"Id ,,, ud -I i eg -- 1, � i I cI I 'Ints -f i I " Ye, P latinn't o .' PI3 gin, I ; 1, k, " act IK"L, tqa.,Jutg,o "od ftd-, plc ? Wobt, 22, 1999 4. JI r. sec c)6'k",1 !,I, ti 1 4,pi, 'StioA amp,,, thali weriv thi, [h, set forth it, se,ow, '11. land th" lighti,g wl-""OoIt 4 f " 2ra) aftlw X"mag, Onfinartc,,. F i'm i itej arp o , nsair Yl,to", teei Itt th, olb,.irt-ti, C',,uiay S ... ie�, et,thc,,ils ppr,,- pvt>U w, the me, PlQat, &-advised hat th, Albemaret Cow,,y Board vf Supwvisors ,;B mew lPim o,d aze jekbixz,lr r tt tb", .,Otiuton, No-mhor'l 0, 1�09t`,,ry -Y, o, lit z,: ye"i, lop pleujo, naust I" subrrattec. w hlu 0. 1 ,f rh'Bo"ad or Sq-rvis,trs at jellst da;, on havplor it, ygt,ur shcduje b duto d ho,13, 1, -utet tnmhsi.r, J"t, lopro""I a uilicm sklso> wa,", ill mock"6 n, "01h rr-; iod the wa,�r is in sursta,pa tl mxord m itil, the o6tiul Wq- gxarau3 ,,, etpoe,md r eta Quebo, (S1})area hon, JiTI I but ,. II-'er cmoa} Elitont,er, to DllvW ("py jfy.0 AoWd havcaky qwTtim's or V"ri"Ix.lits 'eta"dirw, dw t,bow nowd ?"'Jou, pkax do are, h1liliall, ilt ;.Ilnta.l` I111 $w-,hy, 411't.11-1101 1174,114>5 E. T11,1,11ot, AIC? s"th" pberg, � uljif Ct": h1l", Coley Amelia "MeCtAw'y Jaok Kei,o, st,", mis""n"t. ib, C-eit',w 'Rhool X to It- I Ia I8O�) 2 Ill - Ital el—mb,, I 1949 i`.'V192 111;t M,, VA 2211,02 ,h-w,m ,ppn-d 'l-,& .... ... t,f ,qw Tclot- o!,w,, M,,)i ir -ord.-xith -1,ctim 14,2 2014 the z"11hig ple,2'e l.w iktvt Lhi" apps o"'d o, sIkjxm t, the J'QUo,,mqI tolitk'k"� i TM Co -1 Sd-1 1,,d 1,,, vp==d t. -mhl- vWi de, sjW - J-.4 tippi U r nd -wnh% M) 2�1, 1 )99 let,, h- fi.* 1), C",,, J, P� udeute' fhe. -gied -:I,f ... this Sr,inal U. vi,gmi6 t rol"tal to t"IptaUtit"'I, wlto,11-10,, a 1r.adw, rprc rumecn erI t'lug, W lhil D -e, "llie e"'I � - I th, of r,;)giw,,n nei - N bti, We, ks ,eg.di"It -,�,fhc ei'd ead"'Ity pr vement, w, Him", scoot. .1 All it, do� C, -wt Uppl, 'khe"t stroet t", 'pt. 'IAd ,wnpay 'ja, th, mW sdvfu:l"', "let rirh I,, swioe 2 i 7 -1 th, 11gh6,q 4.t, 2{ej oFth Z -Jet Chdwt-' N"',nio,' P, 1999 5. Flaw "i't, P.1%, pp 4 hll rwtbe Z,t-d wutij htc lith nn,n C"'of 8-ict, pto-, gumiwj 7n the event rhmt ti.-. -ell."Ile penalit I, thidi net neht-,, 091 niolhh-ft,, the ;ms of , -t- psmwj hx -,, shuil be ,I --d I gwnetl th-,ndet ot-r- t-ei,."- II,il efth"'w"", 01,i lon, a t we "rizill be wn-'d V, ,0,,h4, th, A eo�,st'wxntti t vlt t, trot "Qloth, tat "'fits tt-"Nhid, f3cl u e Ihi,, p"i i""t oblhm zI atdoutim, ii"a' to Z It; lkfel-1 thr Zo,,wg eo, ,xirly rolFt, its,.ctadnlnt,.,.n IM, tcux. i7yr Nevil- spdrfldc it 24C58) 5 if yot, sl%oald hl", q"ww", ort..!"'ef" "twe"'i pt,,o, )Q a"t ha,fWl. Ie AIDL 7 HF. 60YOWW), 226 ..... 1"h ot", I I J,,b Na, '09-eo I 'ti,wr c, te,, C K70,l,-A!�. -z'f, i Coale: n!orrt< 5tto,t1W,, ooneral Aloteo 5FECIAL USE FERNAIT DOCUMENTATION 1.00 of 17 PROPERTY DATA: , `,O,>,<y NOTES: LEGEND ABBREV7ATlONS -- TM Je, 53(,' I TM 9CU 2 1HECOMAIPANY '\ S,f 7) T /E hLIARLG FDR fF_ CJUEEAE' SNOT A Y.tIR ^-) 4()Pl"']Y LiE YJIfH4 'Jti!) IJNf G NC AfJ HU'. GFf D N/ VEL0 & ORFINIA P. LEAFF-' D8 42t iC 549 EOR S - LODE LAW PB)5r DII 503", ( 40 fC. 48 IRA i t I "". � \ „tc/, IT FIOLD h A I !,i FI()WN Cf 'COFJ H4 AR) F30IJl DIRY tAP, COYIMUJiY D. i3 4119 N. .3.9, t%AT (Jb J✓5 T+C .,; f'G, t7', !'1.47" \ t-J\� - (ae;.�.J l f MBA 16 9981 fI) N MIF C C 002C F:' £IFF TVA tot I7f 3R N HF lFHICKT" SIR✓E"L) CUSE O.Ti 40C G 44A, PIAT \\ �J / x ' o'\ e(n ew ,�mrm, e„ v w„ - 14r.a 3) TO P3EF&I OF 41(NG .TR AEP ilk JO B f OFU (�AI P FOR 119! I t/S A f'7f' ION 0 Hl(/ OT Y STf E ]' 7h9 6 ( I w! aGA J l/F ORE 01 GF LAND RI ST � A✓✓(, f ,S /J F U E.'J'r" IL (" AS''" PJI D 07/'ASF!G TOR F JB :! ,ASf K/I SAM R )L!C ✓FAE' ANNE ULGANN (J 513, I ( 540 PC, 13 PIP7 I � F" '� PIB a I'F'RECV 1 };ECT TOT !f'L,.JN'IP Y' KJI 4) C. 171 1P0 P ! 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PC TI AA( LPN NE E CfiLLO J D NAP Wt IIAw J Il, & DOR,S G. 1176HPAI0/1 09 948 G 4)F 0 ,'( rilLt D.B. 405, P(. 433, PLAT !'hL 9UA- r 73 ,„ ��[ .'1+.,\ - _ ) \; I "I'll, '..`'+ ' �^, \\ ,. _;,1 9 � .01 T V'f' A 3CFl R AP ,S'L✓✓ P F,1 !! NT CP1NT..D TO OIAAOFF b PEA CO. IVC ' C> DfP /N D.A 6X9 P - 5J0. 6,) HO'NDARY 1N )l MAOCK, W<IKV i4Gh1 A PLAT OF X/RK FWAII!_ & ASS7CIAFES O.f3 x:46, PG. 461, °LAT LO iF, P J +NLS :�� I,._ P" in" —R i RFCORDFL IN D.R Y/ WAGE" 1 A E 175 (A \ / .. (fON ", BLOCK IJ ` \i / ory I .:') HJ lZ7f'T,AL 01 TM OPGICIA ATF PLAYE /OOYD,N,9IE5 OL ,}. ;ONE PoAD 8J, , , b 1,11 �?j OAK AL �,,..�� ky 5 U I '95 BA.ED Oh P'Y ! C•4AR,,.; tSVILLE GIS' STATONF 110 ANI) T1/. \ ` r,nlP /6 , DF ^Ds, 1'c. 4�b, P4Ar' i A ' \y , � acro-* i /�- r �'t "Y'I" 't a� ri/t DAVIfi F fE;IRD S GCP, `; r(FNDNIC'Y GIY,SON I I I „ � T.�I,,[�T n , n T I 1.) V f Tl Fl JA' rl NAVD 88. O.B 9 fi C. 748 F N F, 90A . il 2. 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Survey Limits) e�lc Hoven: KIRK HUGHES & ASSC+CiATES _ co LAND SURVEYORS & PLANNERS eheetiva. 220 EAST HIGH STREET Prat Exhibit CHARLOTTESVILLE, VA 22902 (804) 296--6942 Sheet No.: ,'-ILE: Oi'-743 [AVG. 60,-L310P0 —---------------------- -----� 2.00 of 97 - ---------. _ __-------------- -- . 91 Jgo/dd 1a r'3.s�u'm IV31. --- -------- - - C-0) 21 # ipel 1 Pipe, 2 -1--i J_ 4 J I ! 1 4 -1- ---i WATERLINES AND i 445.00 4 A 430,00 FORCEMAD4 TO I IAVE A 1 MMMUM OF TOF COVER 440.00 40 2 7 l _L'J, �4_4__ , 445 M kJ _i---__._[_ "L - 440.00 LU 45100 445.00 AER _4_ _L_j iF 425.00 'SIP 2^ -DI I, 425.00 435.00 HENE 440.00 450.00 420.00" Lj i F_ 4 01 F 440.00 42in _T - T j 4i )1AD 1 FTI � 4 _1 , 1-1- sl 430.00 F J --- 4� 430.001 `____0+00.__-_ 1+01 i,420,00 j I- 425,00 L �J J. 425.00 435,00 Length (ft) 'T t -T 420.00 -43 JOF 435.00 _T T- - r - 4-A -A - 41 111 445 415.00 cc 430.00 r 415.00 430.00 T_ >_4 410.00 -44 4 10.00 4- - rl II 440.00 425.00 F - T_ _J 0425.00 J. j +2 405.00 41 4 05.00 J . .... 435.00435M 420M 20.00 4 II7- T 415.00 j 430.00 0! iA L 415.00 _4 _1 i. All -il T--= W 4 i ,j oi L 1 410.00 _0+00. 1+00 2+00 3+00 z c: 0 .; m w 15- w Lerigin IiTi) F; t_13� 003 C24) (25) Pike 3 7-, I I I—- I -J. i-4- TI. - J_ 460.00 460.00 7 455.00 455.00 it t 450.00 -AL I- 450.00 -4- J 445.0 A 445.00 uj J 1 4440.00 40.00 bt 4, 4 - j... 435.00 435.00 430L411 I ' �IL 1 430.00 224: �_ - - ' 0+ 00 1+00 -2+-0-0- Hipe 1 wed 4, NOI L, IF- WATERDNE 10 HAVE At - 'OF COVER, f mlmmumo,, A 430.00 430,00 425.00 425.00 J 00 cc 420. 420,00 _J > I ED 415.00 415.00 J - J_ 410.00 410M L_j 1A _ T T, 4- 40500 405.00 �0+00 1+00 2+00 Length (ft) Length (ft) '2 F �ei Pi e2 -1--i J_ J_ J 445.00 445.00 ---i WATERLINES AND i 445.00 7- 430,00 FORCEMAD4 TO I IAVE A 1 MMMUM OF TOF COVER 440.00 40 2 7 430.06 440.00 , 77 T_ 440.00 LU 45100 J J, AER _4_ _L_j iF 425.00 'SIP 2^ -DI I, 425.00 435.00 HENE AL 450.00 420.00" 42500 435.00 J__ 10 ti 42in - T j 4i )1AD 1 FTI � 4 _1 , 1-1- sl 430.00 F - - - -1 1 11 � 1 1 --- 4� 430.001 `____0+00.__-_ 1+01 i,420,00 j I- 425,00 4 7.- J. 425.00 0+00 1+00 Length (ft) 'T t -T 420.00 > 445.00 L T- - r - Tj 4- 445 415.00 r 415.00 .00 T_ 410.00 -44 4 10.00 4- - rl II 440.00 J 1- -1- J. 405.00 4 05.00 0+00 1+00 2+00 Length (ft) �5 C6� 07 Pipe I Pipe 2 105 �_15) z c 0 1 Length (ft) (05 pi- I Pipe 1 -1--i J_ J_ J 445.00 445.00 f 445.00 44500 440.00 40 2 7 R 440.00 , 77 T_ 440.00 LU 45100 AER 41NEoN iF 425.00 'SIP 2^ -DI I, 435.00 4 35.00 AL 450.00 420.00" ..i-111-1 435.00 J__ 10 ti 42in - T j 4i )1AD 1 FTI � 4 _1 , 1-1- sl 430.00 F - - - -1 1 11 � 1 1 --- 4� 430.001 `____0+00.__-_ 1+01 105 �_15) z c 0 1 Length (ft) (05 pi- I Pipe 1 -1--i J_ J 500 445.00 f 435.00 44500 430M 2 R 430.00 , 77 T_ 440.00 LU 45100 440.00 F f iF 425.00 'SIP 435.00 4 35.00 AL 450.00 420.00" ..i-111-1 A4 j J__ 420.00 L o+oo 1+00 - T j .450.00 430M sl 4M 30 --- 4� J� 425,00 4 7.- _J 425.00 0+00 1+00 Length (ft) Di -0 E 16 07 Length (ft) co -1--i J_ J 500 _J i j 435.00 430M 4 R 430.00 77 T_ 45100 425.00 F f iF 425.00 'SIP AL 450.00 420.00" ..i-111-1 A4 j J__ 420.00 L o+oo 1+00 Length (ft) co sz J "I _J i 455.00 T_ 45100 _K 455.00 450.00 4- J_ A4 j J__ -4-i J-1- j - - .450.00 --- -f- 4 7.- _J 'T t -T J 445.00 L T- - r - 4- 445 r .00 T_ 440.00 -44 4- - 440.00 J. . .... 435.00435M II7- j 430.00 -4- _4 _1 -1 - 4 4 i 4430.00 4- 425.00 425.00 4-8 4 420,00 420M 15,0 400 41-5 06- 1 415.00 1_144 _+o -A - i_ E J_ I. f I -LA J LJ 1�2 410.00 i _J4i iL1�I ` A J i J ' 6, i010J ir 410M 0+00 ___ 1±00 2+00 3+00 _4+00__ sz CRITICAL SLOPES ANALYSIS SLOPES > 25% Total Site Area: 25.93 Acres / , , 1 {f` Total Area in Critical Slopes: 2.82 Acresmei Total critical slope area disturbed during construction: 1.71 Acres x, 0 fo A J / A 7, Ji 0 4 ----- - ----- k1 00, Cie, A"N"'Y/ '33" 6., J,M, 14d, tel" j 771,7,OXCOWANY 70 99,50 HIIANIK ePv pan. may t2000 ar J�ojam m"l, '-d'o ODuo 63',SlPj-S CLl"IFlt!,", cl,akft-m Ovga'l,ER l TFdL,c"9l- 01 Re'. Sew"F-l- ?A- Agreo -Ot 535 9NAliNei Road - TM 76 1 3,G c "tVPP""I'""P'. A.Tl.0tmy,g,.E, riw,n' Syjw, tl,kA P -,C, -stiOdicP, S,, CCI -f ST -FOOtRFlicr-, ty t" Ild. r,2rl 0 :x500, !1 ,x 1ARP I rl 1, 1991st au I'm" r,rttn ,, t: I ,A 'O'Bit'll'Ped vCUDD, . Na f -I rsxsom. set loth , harms y,,�vi- -AyoHit—T wAid, 1 - it'. A-. F. P. '10, LTMIFRM s,,t-Ol rh,, c- thin the S 'it -,Y-Ril 0 ,�, E.re f ty, "(Firt, L. -111d "t,Olcm! prFI-, Or it,,, n"L FT'A .oz y- '-fy, EA5EMENTIAOKEEMENT5 0 Re see- F.- mwo P�W—t M"W-=h k0eel - TU 744U Md TV 16-60 Aux"'mmill 1>esxrm $yeo,,, A, ci— PS Lb.p ca toes at531) mll 5,41 SPOSeCoach 11-d' L-' IwMel _IhIm- R. 1.-5i,, -bm ,f a pdvwFirul-y a ,,er 1-c. M -R, 1r' - Owz. oth.eth-1 R.—V,Pei at ezi- N,R---t—I,,RfB;,, L�--,LOn —t h - -d"v=1 tIAv, tr.-Noe" te j�iei 'ID-g'Bo; Im a, 490 Ona 'Tm1ptel9 :UID,, h -t=. 9 the Upper "AlTN C.IFwos. 11'. co-,ai'L hell bi th. fou cSi;F at -tr=i ire lYRhwl w1l"Ini a- ZL. — EllpN"IN-IRPTI, fwlbC I TR. Q`R`Sv= 11 Cr.0 D- It. ,SE—at NAY P.P.Py ta, XPA Sewers. C"£ - 't -a—, The cb,--1 A Fl."2 DBitill ".p.... t+ -t, a :.„(FI- i cTld IR'd f”, -11- Y,Fr�ljll h. yrsm S, X, �A' L A ft -V y it - V V,� 0 % D, F "'ell TAX MAP Pic AIR I Vcuum VALVE AT Hir" POINT NOTE'' MAIN AND GSHALL RAVITY ALL r-,,-- sEvSEWERFFD SANITARY , GOUER NAVE A MINIMUM 0' NAVE S" -w "%C Y X VjvfF �q. A NOTE'. TO BE ANCHORED FOpCE MAIN AT THE JUNCTION TIO79E MANHOLE ER MANHOLE T SANITARY SEW Top MANHOLE= 473 -4882 jNv, IN jY I OUT 468B NV Y sf\NER MANHOLE 4G SAW AR 471 ,jM ROAD CROSS" 8, 1 SANiTA TOr ""' 467 2 illy tmv OUT - -7, 3 OF ""PiNe (391NOEK PUMP DETAIL -7 Pipe 1 —vz k x 2 2&lf", "t I Fyh 47FO 00 9Xlk*QG TADE Re see- F.- mwo P�W—t M"W-=h k0eel - TU 744U Md TV 16-60 Aux"'mmill 1>esxrm $yeo,,, A, ci— PS Lb.p ca toes at531) mll 5,41 SPOSeCoach 11-d' L-' IwMel _IhIm- R. 1.-5i,, -bm ,f a pdvwFirul-y a ,,er 1-c. M -R, 1r' - Owz. oth.eth-1 R.—V,Pei at ezi- N,R---t—I,,RfB;,, L�--,LOn —t h - -d"v=1 tIAv, tr.-Noe" te j�iei 'ID-g'Bo; Im a, 490 Ona 'Tm1ptel9 :UID,, h -t=. 9 the Upper "AlTN C.IFwos. 11'. co-,ai'L hell bi th. fou cSi;F at -tr=i ire lYRhwl w1l"Ini a- ZL. — EllpN"IN-IRPTI, fwlbC I TR. Q`R`Sv= 11 Cr.0 D- It. ,SE—at NAY P.P.Py ta, XPA Sewers. C"£ - 't -a—, The cb,--1 A Fl."2 DBitill ".p.... t+ -t, a :.„(FI- i cTld IR'd f”, -11- Y,Fr�ljll h. yrsm S, X, �A' L A ft -V y it - V V,� 0 % D, F "'ell TAX MAP Pic AIR I Vcuum VALVE AT Hir" POINT NOTE'' MAIN AND GSHALL RAVITY ALL r-,,-- sEvSEWERFFD SANITARY , GOUER NAVE A MINIMUM 0' NAVE S" -w "%C Y X VjvfF �q. A NOTE'. TO BE ANCHORED FOpCE MAIN AT THE JUNCTION TIO79E MANHOLE ER MANHOLE T SANITARY SEW Top MANHOLE= 473 -4882 jNv, IN jY I OUT 468B NV Y sf\NER MANHOLE 4G SAW AR 471 ,jM ROAD CROSS" 8, 1 SANiTA TOr ""' 467 2 illy tmv OUT - -7, 3 OF ""PiNe (391NOEK PUMP DETAIL Length (ft) C7kA V1 T -Y 5EWER P90FIL E TI TEXISTING TOE -1 ANIHOI-F SANITARY SEWER 4 viMN = 454.93 \1 IN 448.30 N OUT =447.66 FOK 5 EWEk L A \11'U T ONL \,/,' FRAME & COVER FPS. F-I-D,F) I GPAOE �o A, F,E STREET SURFACE OR 7 v4kC W or LOOANO 0" Tw� ONT NON -PAV(EPI AREA T, TIP SLOPED AREA AIRIVACRUMVALVE F� I -QMAX SS OR ORFIZS Al .3000 POT CONC� BASE 'W�T)G-LOK" IVIE 9R PIP, GENCH SLOPED TO FL,0W RUBBER COACED .FEEL J CHANNEL �14' WIN SIEPS OR APPROVED U AI.CAST IN PLACE 'i PlO FBECA�,T RUNFORCED 'RPi CONCRFIE SECPONS jjf NA,' "0' RING SEALS 4"N -jis x N, PRICK �3�, �7 MNIMOM ELEVATION TO 'RI F, DIFFERENCE ACROSS MAL CRUSHED STONE RROM INLET TO OUILE SHAU 6F,. 0,20 FEE 7, ",--TYPE R" SOF "! j TE VARIES DEPTH 1>1 ILQ. I ILL, 2" CHANNEL TO BE 1E COPPER 3/4 DAMVER CF- IiiiI VAROMED EQU L T -F-uw ATI- S101 -4—'---7 7-77 ,r, 'o F A 33 %air, -�li oi 9 Jv 196 wl ell A FlIlTll IIVI�ITORCA�A ,�O TRANS B R "'? ILEX18LE CONNUPON NOTE PAT, PAOAi 0, V*0116iii "*,Voo OkTLRT PIS, Kftllk TO WITH STAWILESS SlIE PROMOF D N'N 0" REDDING K -b �K�l L t ALL CONNECTION', EXISTING MANHOLES BHALL w 85 C NOT, W/ NO, 11 ITONE MINIMUM AND SHALL BE 4 j4 rl, i.4� BANC' CORED AND A FLEX*15 TLS WOR CAST FIN US, OR APPrOVED , CONNECTION SPOT 1 BIEDDING TNOKNESS REQ(ARZMENT SHOWN IS A PPEI�IST MANTIOLE DONE AND 'OVER VITH �E lal,04f, OF .1 INSTALLED SIFTQTFICALLY TIETERVINED BY THE CONSULTANT FOR TOO SOIL CONDITION,3, EWAi, ;ALA BE USED, WNTkYe OR smm comw jwi" g-�l a - A,R,� AND F0 INCS� AM, Yo P% IF or VAY, 2, THE CONSULTANT WILL OETERMINF WETHER MANHQLES SHALL HAVO 'ENERI 2) FOR E, -NES SMILLER THAN 12' USE A I I,, lem fxvek$ To Oct 0 p4 woe ETC Do A mm" eir s- K*w, IN: of 0 EXTENDED OR NON-EXIENDEE) BASE$. "N ALL JOINTS, LIFT HOLES, TOILETS, OUTLETS TO BE SEALED R, I ROUTED 3) IN SITUA'DONS WK, -RE IHE A.V,V, ASSEMEILY CANNOT RE OFFSET FROM, ]ME MAIN NN -t� AS -AC'N'ND lit `YP!CAL MANHOLE PLAN T ZeWER I LOE 0 5UPPORT "T, AD, 1*1 l!il 4'�,L RiORL --,0 1 ICLSOE AND OUt ADCQVAZ FOU14DA ION Siikt, BE: IISTALLED SO TOP UNE i, S *TOT THF. IONHOil t.(N+. OVUB WU 1��PjC-AL MANHOLE SECTION )WING BRANCH TIE T SHOMNG BRANCI --iN iONj, & YPKA -TJIjM VA...1E Icr Xf L AIR VA( TITS ------ fINT fil 14-1 Z V C' AC5A DETAIL - .xis 11 All AC5A CONFIKMATION OF SUFFICIENT CAPACITY A VAILA OLE -7 Pipe 1 flipe 2 2&lf", "t I Fyh 47FO 00 9Xlk*QG TADE 1-72- 470.00 3 j 'o 1-ool i - 465.00 o o r465.00 Pe T tit 460.00 R > 460M ca > w 46 455,00 j 455.00 -7 ii N 450.00 i 450.00 -- -J LL t it Z45 L 445M 0+00 1+00 2+00 Length (ft) C7kA V1 T -Y 5EWER P90FIL E TI TEXISTING TOE -1 ANIHOI-F SANITARY SEWER 4 viMN = 454.93 \1 IN 448.30 N OUT =447.66 FOK 5 EWEk L A \11'U T ONL \,/,' FRAME & COVER FPS. F-I-D,F) I GPAOE �o A, F,E STREET SURFACE OR 7 v4kC W or LOOANO 0" Tw� ONT NON -PAV(EPI AREA T, TIP SLOPED AREA AIRIVACRUMVALVE F� I -QMAX SS OR ORFIZS Al .3000 POT CONC� BASE 'W�T)G-LOK" IVIE 9R PIP, GENCH SLOPED TO FL,0W RUBBER COACED .FEEL J CHANNEL �14' WIN SIEPS OR APPROVED U AI.CAST IN PLACE 'i PlO FBECA�,T RUNFORCED 'RPi CONCRFIE SECPONS jjf NA,' "0' RING SEALS 4"N -jis x N, PRICK �3�, �7 MNIMOM ELEVATION TO 'RI F, DIFFERENCE ACROSS MAL CRUSHED STONE RROM INLET TO OUILE SHAU 6F,. 0,20 FEE 7, ",--TYPE R" SOF "! j TE VARIES DEPTH 1>1 ILQ. I ILL, 2" CHANNEL TO BE 1E COPPER 3/4 DAMVER CF- IiiiI VAROMED EQU L T -F-uw ATI- S101 -4—'---7 7-77 ,r, 'o F A 33 %air, -�li oi 9 Jv 196 wl ell A FlIlTll IIVI�ITORCA�A ,�O TRANS B R "'? ILEX18LE CONNUPON NOTE PAT, PAOAi 0, V*0116iii "*,Voo OkTLRT PIS, Kftllk TO WITH STAWILESS SlIE PROMOF D N'N 0" REDDING K -b �K�l L t ALL CONNECTION', EXISTING MANHOLES BHALL w 85 C NOT, W/ NO, 11 ITONE MINIMUM AND SHALL BE 4 j4 rl, i.4� BANC' CORED AND A FLEX*15 TLS WOR CAST FIN US, OR APPrOVED , CONNECTION SPOT 1 BIEDDING TNOKNESS REQ(ARZMENT SHOWN IS A PPEI�IST MANTIOLE DONE AND 'OVER VITH �E lal,04f, OF .1 INSTALLED SIFTQTFICALLY TIETERVINED BY THE CONSULTANT FOR TOO SOIL CONDITION,3, EWAi, ;ALA BE USED, WNTkYe OR smm comw jwi" g-�l a - A,R,� AND F0 INCS� AM, Yo P% IF or VAY, 2, THE CONSULTANT WILL OETERMINF WETHER MANHQLES SHALL HAVO 'ENERI 2) FOR E, -NES SMILLER THAN 12' USE A I I,, lem fxvek$ To Oct 0 p4 woe ETC Do A mm" eir s- K*w, IN: of 0 EXTENDED OR NON-EXIENDEE) BASE$. "N ALL JOINTS, LIFT HOLES, TOILETS, OUTLETS TO BE SEALED R, I ROUTED 3) IN SITUA'DONS WK, -RE IHE A.V,V, ASSEMEILY CANNOT RE OFFSET FROM, ]ME MAIN NN -t� AS -AC'N'ND lit `YP!CAL MANHOLE PLAN T ZeWER I LOE 0 5UPPORT "T, AD, 1*1 l!il 4'�,L RiORL --,0 1 ICLSOE AND OUt ADCQVAZ FOU14DA ION Siikt, BE: IISTALLED SO TOP UNE i, S *TOT THF. IONHOil t.(N+. OVUB WU 1��PjC-AL MANHOLE SECTION )WING BRANCH TIE T SHOMNG BRANCI --iN iONj, & YPKA -TJIjM VA...1E Icr Xf L AIR VA( TITS ------ fINT fil 14-1 Z V C' AC5A DETAIL - .xis 11 All AC5A CONFIKMATION OF SUFFICIENT CAPACITY A VAILA OLE - k) sz Job No: STN OF 771� "" AU 'ONA, June C. 2000 Je 20, cno get ""b", P, 2000 01will, T3, zl(xo octlI&I, 24, x2000 5-V T,,I,i vwrr FZNn 5h,,GLlo, 6,00 of 17 2&lf", "t I Fyh 0-�'O,AB�, Vii- - k) sz Job No: STN OF 771� "" AU 'ONA, June C. 2000 Je 20, cno get ""b", P, 2000 01will, T3, zl(xo octlI&I, 24, x2000 5-V T,,I,i vwrr FZNn 5h,,GLlo, 6,00 of 17 C)Gale: I" = 200' .......... .. . ... .. . . . .. .. ... . DA #3 i AC. 4, DA #2 DA #1- 15-1AC, 6.90 AC. L. t. yrs A� rRVE 24- 4- 1 RIAL I 90___ Short Version SMP Computations For Worksheets 2 • 6 Albrimbile County Water Protection Ordinance: Modified Simple Method Pun:' 'The Covenant School Water Resources Area: Oevelopejent Area Proporer: Fred Missal Date: 29-Mer,00, Project Drainage Area Designation "Pa#11- Lst.". p6lutert wort im im.ndt, L RiFil HO 2 j( C(A)L72 8, mob c "..toff .. off coefficient, R, = 0.05r 3, ON(1�' Pi —.1i, factor, 0 A Pat"m.eM—ni P aertuti pl-ImUrbit, 43 in Alb al A F"g.t are. " .r s im 'ttibf-I O'mr.j. ." a, C P.11nart ancentrelon, n9A or PPM target phosphon le f facm, applied . RR V emgrad treatment volume in cy, 0.5" ove, impta, area A(1)42560(0,5112)i97 FIR ,,inadn,ni Lipan - f t Ltp,,) T.Rfl cemr,avoni 9HIGOAtibabb riparert, New Development (For Deveto prinaritAreq7t, New .t Areas,118 11 impervious a% CDoye!.p..rfi f War At" To t ad a2b 9.74 1 g5 � ' 1:06 1 06, 6Z'7 I Area �cl an. existing ootr 21W6 bti A i Let, �b�nac Ow a, 0,23 Oth., Rnnal Land ,fi-clem-lophoor (For aiv-lopoamr Ar -.a, ordafiral illForali 20% C W -j ti."N"k, 9,74, '6611'� 4�58 k� ":� '84 _ r"-, . . .. . . .. .. De.A. loarm MitnUm, P19P70 19 Feb teas GEB 7�83 A�7, i falm,fug Water Wetershe 6A Land Rural' art Area Itnente ItnibItt, Page 70 tev. 16 Feb 1898 CSFB Drainage Area 1 BMP Drainage Divide Exhibit Scale: 1 "= 100' Short Version BMP Computations For Worksheets 2.6 Albemarle County Water Protection Ordinance; Modified Simple Method! Plan: Th. Covenant schoolWatere'Aa: ocI G1,m,,r,t Area Fsoreas re 'ProMri Fred Mrsat, Date: Project Drainage rage Area Designation P #21 L atenrnplUam,,xpnn inp.ndb, i;xm(Pj)R1/i21iO(A)2,72J Rv Mean runoff boaNdent, Rv 0.05 UbU9b) PJ 'modi rl nti- foot," c'q I pecaun i pelt.mmetts P tri prampitrairr, 43' in Alb—are A prolnut area in .,ae in suatect dmarage area, C piclant ceroetmalian, bict ., ppm target phbaumnrs f fact", applied to RR V ni IR,ami %,(,lafna it, cy, 0.5' aver impera. area, A()4356o(o.5112)dJ27 RR 1-q rernlamt, Lipbeg - f x Ji %RR r mo al Ociency, RR100i I ;Thr(frattii V New Development (For Deveto prinaritAreq7t, Now Do-f.pa.1 (For D.a.l.lorent A.. Type t 71'a, DalplocnotmAlea At" To ci; "king aterahal, 0-79 2 :,74%, Otbal Rural Land Radele[ophri (For Ortehiprorot Areas, existing ootr 21W6 "mL1, values .rtes., ,impervious L(po)'AlLiploti RF1 Ne,- Area Typ' Ow a, 0,23 Oth., Rnnal Land 095 c.abJ ?"s, 2A8 ;Tz.": 0106' 0.7 3,06 239 u, y781 Otln., Fmad Landf b ' loarm MitnUm, P19P70 19 Feb teas GEB 9.23 i 21.45 M06 art Area 57 O.c6 8.14 1032 l 6D,11.1 4, tarsh sds 7 66 1Other Raing Land J meri. Manual, Page 70 'a" 15 Feb 1998 GE8 Inion" -Manuel, Rage 70 ta, 16 Feb 1998 GEB 'Orrainage Area 2 Short Version BMP Computations For Worksheets 2.6 Afthemarle County Water Protection Ordinance: Modified Simple Mottled Pian: The Coy.nithrSamol Water ftp-soorces Area: Dr.�%f A,- Prepaire" Fnnl Mirael -.Date. ca.iab,so Project Drainage Area De%vgnahon PA?b L tac'm poflunall export in pounds, L = (POPI)R,'12 1 f QA)2.72 t FN -a" -0 afti-t, R, = 905,0,0"19(1; Pi a.aff tar", ..'namn, fel." 0.9 1 paa impt,"lon-eas P br'n.1narpi 4T in AthernaH. A prq., 1"sRrjent drainage ares A= �0,041 C i tactorapplied to RR V rarlim"ed tratImantnt -1-ma y, as i.Pb'. 91.a RR required reratwal, L(Poot), f % L(Pru) %Ft affli 8810a1-(poa') BMP Concept Plan Key Biofilter and/or Conversion of Sediment Basin/Trap Drainage Area 3 Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water, Protection Ordinance: Modified Simple Method Firm: The c.Yerarms1clool- Water RearnmeaArstri: D-efrol—KAlen Preparar, Fred Mr i Dat 29�l,,2a On Project Drainage Area Designation DAWI & 2 C rtibrmli storm pOw"'t e.paif In P,Undc' L - JP(Pf'R1112, I [ Cya)2,72) Rv "'can anrmf 'naffin;'rt, Rv = 0,05 , Obot)(1) PI r11.11 9M, cone.! on famr., 6.9 fe..","Pe"tcre—, mt,] pradpit.kin, 43' it, Aftba,rai-le A murmt are. in ac- in atineddratistin area, , A C mairam "I marm, mgt or Pion target phosphorus' f fact,,'apple/ 1, RR V 'aq0i tr-'rt-1 Jnrmn M CY, 0,5'-V.1 nri A(1)43580 U)l2)/27 RA 'q',od ..", ' "plean) - t . LPW %Fin 1,mi offinitntre, SRI WLhPnru New Development (For Deveto prinaritAreq7t, Now Do-f.pa.1 (For D.a.l.lorent A.. Type t 71'a, DalplocnotmAlea age ci; "king aterahal, 0-79 2 :,74%, Otbal Rural Land Radele[ophri (For Ortehiprorot Areas, existing ootr 21W6 "mL1, values .rtes., ,impervious L(po)'AlLiploti RF1 Ne,- Area Typ' Ow a, 0,23 � 6.42 5"�" int'.'ett. -a 095 c.abJ ?"s, 2A8 ;Tz.": 0106' 0.7 3,06 239 u, y781 Otln., Fmad Landf b ' loarm MitnUm, P19P70 19 Feb teas GEB Drainage Area 3 Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water, Protection Ordinance: Modified Simple Method Firm: The c.Yerarms1clool- Water RearnmeaArstri: D-efrol—KAlen Preparar, Fred Mr i Dat 29�l,,2a On Project Drainage Area Designation DAWI & 2 C rtibrmli storm pOw"'t e.paif In P,Undc' L - JP(Pf'R1112, I [ Cya)2,72) Rv "'can anrmf 'naffin;'rt, Rv = 0,05 , Obot)(1) PI r11.11 9M, cone.! on famr., 6.9 fe..","Pe"tcre—, mt,] pradpit.kin, 43' it, Aftba,rai-le A murmt are. in ac- in atineddratistin area, , A C mairam "I marm, mgt or Pion target phosphorus' f fact,,'apple/ 1, RR V 'aq0i tr-'rt-1 Jnrmn M CY, 0,5'-V.1 nri A(1)43580 U)l2)/27 RA 'q',od ..", ' "plean) - t . LPW %Fin 1,mi offinitntre, SRI WLhPnru Combined Drainage Areas 1 & 2 99-eo LFRrIFIGArE NO. Ai 2000 M,qy 1, 2000 5 1 ... t 11tik DMP Monter Platt 5i -F N,,.: 10,00 of 17 Now Do-f.pa.1 (For D.a.l.lorent V NA 0 0,05 3ig 2.gi "mL1, values .rtes., '4,5-� 17ti6j _Jr- meri. Manual, Page 70 'a" 15 Feb 1998 GE8 Combined Drainage Areas 1 & 2 99-eo LFRrIFIGArE NO. Ai 2000 M,qy 1, 2000 5 1 ... t 11tik DMP Monter Platt 5i -F N,,.: 10,00 of 17 FOR NENErnnvE lEN 31 'TAP, v`—, Ol N -11W 011 011" W/WA'CIR�PHT SE� NOTE I N, "')' 4, SlOW, 0OlIlATRjP j (EC 1) 5'V% SAND S0% TOP u[/Pu' , m"ICH, SMD 0,�m0"' _O.G' APTM 1,33 FINE) UNDER PAIN CRAVIk pi IY "vc PIP, iGv 01E (MIN) TO N�IICD IN RUE' FAB,10 1)I ORO IORM TRAIN "OV D ACROSS r NHRE WIDTH . 20 11 1) A CROSS SEcT&i SCALE: 1 20' B10FILTER A SCALE�' 1 " = 20' CONTOUR INTERVAL: V MAINTENANCE SCHEDULE 121t I.C. - V CALIPER NOTES METHOD FREQUENCY TIME OF YEAR 1, THE NEED FOR ADDITIONAL PAVEMENT EROSION ,21 SOD TURF Ift O.C.1-9 PERIWINKLE �'OVER PACNf�ANDRA) PROTECTION FROM EDGE OF PAVEMENT TO BOTTOM OF BIORETEN11ON AREA MUST BE EVALUATED ON AN INDIVIDUAL VISUAL ;A44SAE44=1 MONTHLY PROJECT BASIS. 3" MINIMUM REDED HMDWOOD MULCH 2. PROVIDE V-0° PONDING DEPTH TO THE CREST OF AN MULCH _e" P.RrORATED PROVOF 0—N OUT OVERFLOW STRUCTURE. OVERFLOW STRUCTURE IN pir'l, 0 1% A' 10' 11 -11 -Ml AIC BiORCENTI N AREA (INDICATED), STONE WEIR DISCHARGE AS REQ'D LOPTTO TFU 11.1 A' 'NO TO STABLE AS REQ'D AS NEEDED ppKV WATERING HAND END OF DAY / EVERY DAY PLAN FOR NENErnnvE lEN 31 'TAP, v`—, Ol N -11W 011 011" W/WA'CIR�PHT SE� NOTE I N, "')' 4, SlOW, 0OlIlATRjP j (EC 1) 5'V% SAND S0% TOP u[/Pu' , m"ICH, SMD 0,�m0"' _O.G' APTM 1,33 FINE) UNDER PAIN CRAVIk pi IY "vc PIP, iGv 01E (MIN) TO N�IICD IN RUE' FAB,10 1)I ORO IORM TRAIN "OV D ACROSS r NHRE WIDTH . 20 11 1) A CROSS SEcT&i SCALE: 1 20' B10FILTER A SCALE�' 1 " = 20' CONTOUR INTERVAL: V 1 FA B10FILTER B B10FILTER B SCALE: 1 " = 20' CONTOUR INTERVAL: 1' am -------- - -- BIOFILTER UNDERDRAIN PIPE AND SOIL:MATERIAL MUST BE INSPECTED BY THE WATER RESOURCES INSPECTOR PRIOR TO PLACEMENT. 1"10 FILTER C SCALE: I" = 20' MP 2 A 50/50 AA & LP B10FILTER C SCALE: 1 " = 20' CONTOUR INTERVAL: l' A I IV ,7,'F Ul?A'CVA4OAW MAINTENANCE SCHEDULE 121t I.C. - V CALIPER DESCRIPTION METHOD FREQUENCY TIME OF YEAR SOIL SOD TURF Ift O.C.1-9 PERIWINKLE �'OVER PACNf�ANDRA) INSPECT / REPAIR EROSION VISUAL ;A44SAE44=1 MONTHLY QRGAMC LAYER 3" MINIMUM REDED HMDWOOD MULCH 509 SAND/3" TOP SOfL/20% LOT MULCH MULCH PLANTING BED AS NEEDED PLANTS —A-MORAEO DETA0. LOORTESY OF 1— INUU11 . 1 FA B10FILTER B B10FILTER B SCALE: 1 " = 20' CONTOUR INTERVAL: 1' am -------- - -- BIOFILTER UNDERDRAIN PIPE AND SOIL:MATERIAL MUST BE INSPECTED BY THE WATER RESOURCES INSPECTOR PRIOR TO PLACEMENT. 1"10 FILTER C SCALE: I" = 20' MP 2 A 50/50 AA & LP B10FILTER C SCALE: 1 " = 20' CONTOUR INTERVAL: l' A I IV ,7,'F Ul?A'CVA4OAW MAINTENANCE SCHEDULE 020 C- ilh, 1-1 DESCRIPTION METHOD FREQUENCY TIME OF YEAR SOIL INSPECT / REPAIR EROSION VISUAL MONTHLY MONTHLY QRGAMC LAYER REMULCH BARE AREAS HAND AS NEEDED AS NEEDED PLANTS REPLACE DEAD PLANTS AS REQ'D BIANNUAL MARCH,APRIL,OCT,NOV TREAT DISEASED PLANTS AS REQ'D AS NEEDED VARIES WATERING HAND END OF DAY / EVERY DAY AS NEEDED FOR THE FIRST TWO WEEKS REPLACE DEFICIENT HAND AT LEAST ONCE A YEAR REMOVE STAKES ONLY STAKES OR WIRES IN THE SPRING 1 FA B10FILTER B B10FILTER B SCALE: 1 " = 20' CONTOUR INTERVAL: 1' am -------- - -- BIOFILTER UNDERDRAIN PIPE AND SOIL:MATERIAL MUST BE INSPECTED BY THE WATER RESOURCES INSPECTOR PRIOR TO PLACEMENT. 1"10 FILTER C SCALE: I" = 20' MP 2 A 50/50 AA & LP B10FILTER C SCALE: 1 " = 20' CONTOUR INTERVAL: l' A I IV ,7,'F Ul?A'CVA4OAW 020 C- ilh, 1-1 F'P.' ("'NLOO-le' F, Ae, Noted 'E-5'CfTlter ciodirle LVyvUl Plan 5h -t NU, 10.70 of 17 TYPICAL RC bAGECOAG HICKORY ST. Ma 1� 10 NOTE: ►GGREGATE EXISTIFNG LEFT TURN ONTO STAGE;CDACH ROAD FROM RT. 631 CO)NSISTS OF A 200' TURN LANE, SAND 200' TAPER. `_ _,.,..,... ES -1 S- i �T. �� nth S?`REE�' ---- _.1 � �,-,_.�. u� w 1 STORY `' -- - _r E.:X7_ 1 STORY ,. BRICK HOUSE BRICK HOUSE EX"I"TING "flow �3 ASPHALT 300'TURN LAtqE --___ �,a % DRIVE / - STD. MS -2 `— --- - - SECTION OF EXISTING MEDIAN TO BE: REMOVED NEW ASPHALT 100'TAPER LANE Fk — — — — ` T E031 5th S-Tf.�° SAW -CUT - ..... z ry ... . _�- --.�® =1 EXISTING D1 SAW -CUT/ -._....__ F::: ti: `i If`a m, `, ,: I; ,' ' TIE 1N --- STD. MS -1A TIE IN J/1 ' ✓.:1.&#iS-Ffi%:`SYaa ..,_<na;:'5YAk 5.;'vjX:3,64AFdi: '%t _ ",;u'i NEW MEDIAN _ ____ -- ALIGNMENT ` � _ - EXISTING DI 100' TAPER LANE� p " EXISTING END SECTION 2001 TURN LANE c� TO REMAIN. NOTE: NEW ASPHALT :::: NEW ASPHALT EXISTING DROP INLET IN THE MEDIAN OF RT. 631 TO BE FIELD : ASPHALT ADJUSTED TO MATCH PROPOSED NOTE: DRIVE MEDIAN ALIGNMENT. RIGHT TURN LANE FROM STAGECOACH ROAD ONTO RT. 631 TO BE 11: WIDE. TYPICAL AC 1 ST-OHY FWAIV;IE 1 STORY BRICK HOUSE 7" QKA_CS F TYPICAL PA 011 C1111_0 r" GGREGATE ,GGREGATE 1 STORY BRICK HOUSE 1 STORY BRICK HOUSE NIOTE: EXISTING LEFT TURN INTO 1 STORY BRICK HOUSE FROM RT. 631 CONSISTS OF A 200' TURN DANE, AND 200' TAPER. Z- 1 STORY` � BRICK HOUSE I t 1 W � I F-° MEDIAN WITHIN RT. 631 TO BE REALIGNED TO ALLOW FOR; A 300' LEFT TURN LANE ONTO STAGECOACH ROAD, AND A 100' TAPER. THE LEFT TURN LANE OFF OF RT. 631 INTO THE ONE-STORY BRICK HOUSE OPPOSITE THE STAGECOACH TURN WILL BE CHANGED TO ACCOMMODATE A 200' TURN LANE, AND A 100' TAPER. THE RIGHT LANE OF STAGECOACH ROAD AT THE EASTERN INTERSECTION OF RT. 631 WILL BE WIDENED TO PROVIDE AN 80' TURN LANE AND 50' TAPER. TWO INCHES (2") OF SM -19.5 WILL BE APPLIED TO STAGECOACH ROAD FROM THE EASTERN INTERSECTION OF RT, 631 AND STAGECOACH TO THE INTERSECTION OF STAGECOACH AND OAK HILL DRIVE. TWO INCHES (2") OF SM -19.5 WILL BE APPLIED TO OAK HILL DRIVE FROM THE INTERSECTION OF STAGECOACH AND OAK HILL, TO THE INTERSECTION OF OAK HILL DRIVE AND HICKORY STREET. TWO INCHES (2") OF SM -!9.5 WILL BE APPLIED TO HICKORY STREET FROM THE INTERSECTION OF OAK HILL AND HICKORY, TO THE INTERSECTION OF HICKORY STREET AND THE ENTRANCE TO THE SCHOOL. CONSTRUCTION TO STAGECOACH ROAD AND RT. 631 IS WITHIN THE VDOT RIGHT OF WAY. ANY SIGNS IN THE WAY OF CONSTRUCTION TO BE FIELD ADJUSTED TO MATCH PROPOSED GRADING. A 100' RIGHT TURN LANE: AND 100' TAPER WILL BE CONSTRUCTED FOR WESTBOUND TRAFFIC ON HICKORY STREET AS IT ENTERS THE SCHOOL CAMPUS. THIS INTERSECTION WILL ALSO BE -REDESIGNED TO CREATE A THREE-WAY -STOP WITH RUMBLE STRIPS FOR THE PURPOSE OF TRAFFIC CALMING. FIVE RUMBLE STRIPS WILL BE PLACED IN THE TRAVEL LANES IN EACH DIRECTION OF HICKORY STREET AT THE INTERSECTION OF THE SCHOOL ACCESS ROAD, EACH RUMBLE STRIP WILL BE CREATED BY LAYERING (3) 4" THERMOPLASTIC STRIPS ON TOP OF EACH OTHER, AND TOPPED WITH (1) 6" LAYER TO SMOOTH OVER THE EDGES, THE FIRST STRIP IN EACH DIRECTION WILL BE 25' FROM THE STOP BARS IN HICKORY, EACH OF THE REMAINING (4) RUMBLE STRIPS WILL BE 16' APART FROM THE ONE PRECEDING IT. THE COX COMPANY f'lamerg Civil Engineers Landscape Archltect5 220 East High Street Charlotteoville wjrginia 22902 (004)296 7331 LAW i� Z3 Joh No.: MOO j FRANK 0 COX CEPTIFICATE ksis�,) Date: March 31 2000 Roviolon: June 20, 2000 July 13, 2000 July 28, 2000 November 1, 2000 Scale: North: Sheet Title: Sheet No,: 11.00 of 17 ; �,�, i ,�, ,", I - Ii " 1 "'/, - I I If- I , , 1, ,�, - � - - �1,t , � f , NOTE: � " ,Ik: 1�fo�a;,"Z<,, "',-, � I , 'o i ", I_ 1� I ,'I /`,� "'I, I, I �' , iI � ,11 ", " � I �I` 1�,Iol , fl ,-I", I 11, 9" , I I I Nlll� ,Ol� - qf". III , �I I ALL LIGHT FIXTURES TO HAVE i i -il''I'l"I"', " '�,,�,��,,',"",�� , 1-1.1, I " I .-.------------------ Luminaire Schedule M -l", 0 "" i �,,I,_. ------.------ Project: Covenant Upper School Campus -..---- -------.- - By= 1 My Height Arrangement I Description Watts Type EDEE11 25 BACK -BACK Ernco Ecolume Shoebox 400 Metal Halide �___,4 11 12 SINGLE - - �" -----.--.------ Ltimac Domus __ - -_ Halide El I pI4/ i FULL CUT-OFF OPTICS I I F i I \ , w" Y� i 1,�40'1�1 I I ,I" I "''i 1, 1, ,,�, ,, I Ilp!� I � , , I - , I 1 V 1*14�,N,�" " � A i ,\, , E I I � ,\ - J ", I �xl '1�1 l f , 41 , , �,, I" I A; / 1 M"I a Up , 1, /, , I 1 14"as III "', , " / I I i / � I Ile I" , ,11-1,,,'�,, __'Q, ,,,� / I I ""I , I � 101"'N a JW 1 I , � /I �� , _-, _,�", � .... .. . � 'All"' "_�r __ "'p� 11 I �, T , ," 11111111", - I-11" , � - , , "i'' /,,-, I I I/ - I ,'�, j � ; 1 / 7-� 1 I 1, I , - " , , I 11 � I i _D 1 " I I 11 �,l � I , "! 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I 11 1 1.1-1.1-11- 6FfUrl I 1, ray 14& I'll A qnn5Yn Efn, A-26,206710 (EemIn 3', teron e, a2oo (IF-voi-121), 2000 &:M,: Norv, 111=60, * = Q'I&M; f`h6t"n1et,IfF, Flan; 5h- I"; 12,00 of /7 1�, /,/-,I.*/ 1 VICINF.1Y M"r THE COVENANT SCHOOL UPPER SCHOOL CAMPUS 7 J 7, REk Vv AI _w ",So{ (Plailin A 6/ '0 41 N\ NL, A _-T 0 0, c - Z ll r gll- 91 V NANT SC"00iA UPPEI� CA PV Qk/� I AC V A, Alij,C:Rt SOILS KEY 27B EROSION AND SEDIMENT CONTROL NARRATIVE 27C ELIOAK LOAM Covenant Upper School ELIOAK LOAM 34C Phase I Erosion and Sediment Control: Early Grading Plan 39D HAZEL LOAM The County of Albemarle, Virginia PROJECT DESCRIPTION d). Temporary Diversion Dike (3,09) A temporary ridge of compacted soil constructed at the top or base of a slipping The scope of this E&S narrative and plan is for the purpose of developing soil in disturbed area, Used to divert sediment -laden runoff from a disturbed area to a preparation for the Covenant Upper School. stabilized outlet. A total of approximately 20.0 acres will be disturbed during construction. Specific Application: Diversion Dikes will be used at the foot of the fill slopes to direct water into the proposed sediment basin, EXISTING SITE CONDITIONS The topographic and built improvements existing on the subject property are depicted on the accompanying E&S plan. el Temporary Sediment Trap (3.13) A temporary pending area formed by constructing an earthen embankment with a stone ADJACENT AREAS outlet. It is used to detain sediment -laden runoff from drainage areas less than three Hickory Street forms the southern border to the site. Residential lots border the site to acres for enough time to allow most of the sediment solids to settle out. It can be the north, south, east and west. The west border of the site is adjacent to Southwood constructed only where there is sufficient space and appropriate topography. M aximum Mobile Home Estates. The stream running through the site is a tributary to Biscuit Run. effective life is 18 months. OFF-SITE AREAS Specific Application: Sediment traps will be used to detain runoff on the east side of the With exception of the 42" outlet pipe on the other side of Hickory Street, all land site at the foot of the tif/ slope. disturbing activities shall occur on and within the limits of project shown on the plans. The outlet to the pipe will need protection. At this point, no off-site borrow, waste fL Temporant Sediment Basin (3.14) or grading activity will occur. A temporary barrier or dam with controlled stormwater release structure that is fiormed by constructing an embankment of compacted soil across a drainage way. It is used to SOILS This site is located in a geologic area referred to as the Piedmont Physiojraphic detain sediment -laden runoff from drainage areas three acres or greater for enough time to allow most of the sediment solids to settle out. It can be constructed only 'where Province. The soils in this geologic area are weathered from the underlying 'here is sufficient space and appropriate topography. Maximum effective life is 18 metamorphic bedrock. months unless designed as a permanent pond by a qualified professional. The map units on the detailed soil map depicted on the Erosion and Sediment Contra I Soecific Application: Sediment basins will be used to detain runoff on the west side of Plan represent the soils in the survey area. The map unit descriptions, along with the the site at the foot of the fill slope, as well as at the base of the fill slope to the south of soil maps, can be used to determine the suitability and potential of a soil for specific the site. uses, and, precautionary erosion and sedimentation control measures which must be adhered to, They also can be used to plan for the management needed for those uses, The profile of the soil classifications follows: gL Outlet Protection QJ.8J Elloak Loam (27B), 2 to 7 percent slopes: This deep, gently sloping, well -drained soil brown Structurally lined aprons or other acceptable energy dissipating devices placed at the outlets of pipes or paved channel sections. To prevent scour at stormwater outlets and is on broad to narrow convex ridgetops. Typically, the surface layer is dark and reddish brown loam about eight (8) inches thick. The subsoil is about 41 In thick. It minimize downstream erosion. is yellowish red silty clay loam and red silty clay in the upper part and red silt clay loam Specific Application: This form of protection shall be performed on all stormwater and silt loam in the lower part. The substratum to a depth of 72 inches is mottled strong outlets. brown, yellowish red, and reddish brown silt loam. Permeability is moderate, and available water capacity is moderate. Surface runoff is medium. The hazard of erosion is moderate. The subsoil has moderate shrink -swell potential. Depth to bedrock is bL Surface Roughening (3.29) measure involves creating horizontal This erosion and sedimentation control m usually greater than 5 feet. depressions on slopes or leaving slopes in a roughened condition by not fine-gfrading Efioak Loam (27C), 7 to 15 percent slopes: This deep, gently sloping, well -drained them. This is done to aid in the establishment of vegetative cover or seed, to reduce runoff velocity and increase infiltration, and to reduce erosion and provide for sediment soil is on convex ridgetops and side slopes. Typically, the surface layer is dark brown and reddish brown loam about eight (8) inches thick. The subsoil is about 41 inches trapping, thick. It is yellowish red silty clay loam and red silty clay in the upper part and red silt Specific Application: This form of protection shall be performed on all slopes 3:1 or clay loam and silt loam in the lower part, The substratum to a depth of 72 inches is greater as shown on the accompanying E&S Plan. Slopes less steep than 3:1 should mottled strong brown, yellowish red, and reddish brown silt loam. Permeability is have the soil lightly roughened and /case to a depth of 2-4'prior to seeding. moderate, and available water capacity is moderate. Surface runoff is medium. The hazard of erosion is moderate. The subsoil has moderate shrink -swell potential. Depth u. Temporary Seeding (3.31) The establishment of a temporary vegetative cover on disturbed areas by seeding with to bedrock is usually greater than 5 feet. appropriate rapidly growing annual plants. This protects slopes exposed during Elloak Loam (27D), 16 to 26 percent slopes: This deep, moderately steep, well- construction until permanent vegetative cover can be established. drained soil is on side slopes. Typically, the surface layer is dark brown and reddish Specific Application: Temporary seeding shall be used on all fill slopes. brown loam about eight (8) inches thick. The subsoil is about 41 inches thick. It is yellowish red silty clay loam and red silty clay in the upper part and red silt clay loam I), Permanent Seeding (3.32) and silt loam in the lower part. The substratum to a depth of 72 inches is mottled strong Establishment of perennial vegetative cover by planting seed on rough -graded areas brown, yellowish red, and reddish brown silt loam. Permeability is moderate, and that will not be brought to final grade for a year or more or where permanent, long-lived available water capacity is moderate. Surface runoff is medium. The hazard of en',fon is moderate. The subsoil has moderate shrink -swell potential. Depth to bedrock is vegetative cover is needed on fine -graded areas. usually greater than 5 feet. Specific Application: Permanent seeding will be applied in the disturbed area adjacent to Gleneig Loam (34C), 2 to 7 percent slopes: This deep, strongly sloping, well -drained the proposed buildings and parking. soil is on narrow convex ridgetops and on convex side slopes. Typically, the surface k). Dust Control (3.39) layer is dark brown and dark yellowish brown loam about eight (8) inches thick, The subsoil is mostly strong brown yellowish red silty clay loam and is about 20 inches thick. Reducing surface air movement of dust during land disturbances, clemolibion or construction activities in areas subject to dust problems in order to prevent soil loss and The substratum is multicolored yellowish red, strong brown, and yellowish brown Permeability is moderate, and available water capacity reduce the presence of potentially harmful airborne substance. saprolite that crushes to loam. is high. Surface runoff is rapid, The hazard of erosion is severe The subsoil has iow Specific Application: Dust control shall be applied as necessary if time requires. shrink -swell potential. Depth to bedrock is usually greater than 60 inches. Hazel Loam (390),15 to 25 percent slopes: This soil is moderately deep, excess vely drained, and moderately steep. it is on narrow ridgetops and side slopes. Typically, the PERMANENT STABILIZATION All areas disturbed by construction will be stabilized with permanent seeding surface layer of this soil is dark brown and brown loam about 10 inches thick. The The substratum to a depth of 30 immediately following finish grading. All seeds will be approved by the "Virginia Crop subsoil is about 10 inches thick and is brown loam. Permeability is moderately rapid Improvement Association," Blacksburg Virginia. Seeding will be done with the folflowing: inches or more and is strong brown channery loam. and available water capacity is low. Surface runoff is rapid, The subsoil has low shrink - Two (2) pails Kentucky Bluegrass (Poa pratensis), by weight; minimum 98% purity and swell potential. Depth to bedrock is generally 20 to 40 inches. 90% germination; maximum I% weed seed. CRITICAL AREAS Three (3) parts perennial Ryegrass (Labiumperrene) by weight, minimum 85% Purity No critical areas are foreseen at this time. and 90% germination; maximum I% weed seed. EROSION AND SEDIMENT CONTROL MEASURES and maintain erosion and sediment control Fifteen (15) pails Falcon Fescue, minimum 98% purity and 90% germination; maximum The contractor shall provide, construct measures on the site, in accordance with the Virginia Department of Transportation and 1% weed seed. the County of Albemarle erosion and sediment control measures (refer to the Erosion Control Plan sheet). All vegetative and structural erosion and sediment Permanently seeded areas shall be protected during establishment. and Sediment control practices shall be constructed and maintained according to minimum standards Mulch shall consist of oat or wheat straw, free from weeds, foreign matter detrimental to and specifications of the Virginia Erosion and Sediment Control Handbook. temporary soil stabilization shall be applied Ito denuded areas within plant life, and dry. Hay or Cho ed cornstalks will not be permitted. Permanent or seven (7) days after final grade is reached on any portion of the site. Temporary soil seven (7) days to denuded areas that may not be at Mulch and/or lime shall be applied at a rate of two (2) tons per acre. stabilization shall be applied within final grade but will remain dormant (undisturbed) for longer than 30 days. Permanent Specifications for fertilizer are FS 0-F-241 C, Type 1, solid form; Grade A or B; stabilization shall be applied to areas that are to be left dormant for more than one year. recommended for grass, with one hundred (100) percent of the elements derived from Soil stabilization refers to measures that protect soil from the erosive forces of raindrop organic sources of the following properties: impact and flowing water. Applicable practices include vegetative establishment the early application of gravel base on areas to be stone. Soil a) Nitrogen i2.0%mulching, and stabilization measures should be selected to be appropriate for the time of the year, site b) PhosphoricAcid 8.0% 0 Soluble Potash 8.0% conditions, and estimated duration of use. Temporary sediment filters and traps, perimeter dikes, sediment barriers and other With at least fifty (50) percent of the nitrogen from a non -water soluble organic source. measures intended to retain sediment shall be constructed as a first step in any land - functional before up slope land disturbance takes place. The following measures shall be incorporated during fertilization: disturbing activity and be made measures shall be applied to earthen structures such as dams, dikes and Stabilization meas Apply fertilizer at a rate of 1000 lbs./acre. Apply after smooth raking of topsoil. diversions immediately after installation. Do not apply fertilizer at same time or with same machine as will be used to apply seed. Thefollowing structural practices will be implemented according to the requirements sat Till fertilizer into upper two (2) inches of topsoil Lightly water dry topsoil to depth of six (6) inches at least forty-eight (48) hours; prior to forth by the Virginia Erosion and Sediment Control. seeding to obtain a loose friable seed bed and to aid in the dissipation of hartilizeir. a), Paved Wash rack Construction Entrance (3.021 A seventy- (70) foot paved section shall be installed at the point of vehicular ingress an,. The following rates and practices will be adhered to for all seeding that occurs on-site: egress on the construction site. This paved area shall be used for washing sediment Where is transported onto a public road Apply seed a rate of 6-lbs./1000 sq, ft, evenly at right angles with a spreader or seeding from vehicles exiting the site. sediment thoroughly at the end of each day, Sediment shall be the road shall be cleaned thorou machine. Rake in lightly, covering seed to depth of 118 inch. surface, ed to a sediment control removed from the roads by shoveling or sweeping and transport be allowed only after sediment is removed in this Do not seed area in excess of that which can be mulched on same day. Do not sow immediately following rain, when ground is too dry, or during windy pienods, disposal area. Street washing shall as we shall apply to individual subdivision !lots 11 as larger land Roll seeded area with roller not exceeding 112 lbs, manner. This provision Immediately following seeding and compacting apply mulch to a thickness of one (1) disturbing activities. inch. Maintain clear of shrubs and trees. Specific Application: A construction entrance shall be olapp-d- adjacent to Hickory Street Apply water with a fine spray immediately after each area has been mulched. Saturate on the east border of theprope to six (6) inches of soil, Silt Fence (3 051 A temporary sediment barrier consisting of synthetic filter fabric stretched across and MAINTENANCE All erosion and sediment control measures must be maintained and repaired attached to supporting posts and entrenched. Used to prevent sediment from leaving immediately to insure continued performance of their intended functions as stated in the the site, To decrease the velocity of sheet flows. Virginia Erosion & Sediment Control Handbook, Third Edition 1992. In general, all Specific Apolica Lime. Silt fence will be used at the foot of the fill slopes. erosion and sediment control measures will be checked weekly and after each runoff - producing rainfall event. All seeded and sodded, areas will be checked regularly to ensure that a good stand is maintained. Areas will be fertilized, reseeded and resodded c). Inlet Proton (3 07) A temporary sediment filter around a storm inlet or curb inlet, in order to prevent as needed. sediment from entering storm drainage systems prior to permanent stabilization of the disturbed area. DISPOSITION OF TEMPORARY MEASURES Specific Application inlet protection will be used around all storm drainage inlets and All temporary erosion and sediment control measures, including the temporary sediment basins, shall be removed within 30 days after final site stabilization is achieved or after curb inlets. the temporary measures are no longer needed, unless otherwise authorized by the local program administrator. Trapped sediment and other disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 1 VICINF.1Y M"r THE COVENANT SCHOOL UPPER SCHOOL CAMPUS 7 J 7, REk Vv AI _w ",So{ (Plailin A 6/ '0 41 N\ NL, A _-T 0 0, c - Z ll r gll- 91 V NANT SC"00iA UPPEI� CA PV Qk/� I AC V A, Alij,C:Rt SOILS KEY 27B ELIOAK LOAM 27C ELIOAK LOAM 27D ELIOAK LOAM 34C GLENELG LOAM 39D HAZEL LOAM -SOILS Mal' NotTo Scale ROCA' CHECA' DA11 P ACRES OR LESS OF DRAINAGE ARLA: (DOWNSTREAM VIF)V) FLOW 2f ' 2-10 ACRES OF DRAINAGE AREA: (Df)VINSTREAM VIEW) COREA1;IrFVWC}, III Vill I kISRP T)7FICAL TREATMENT I (SOIL STABILIZATIOX 13LAINATT) INSTALLATION CRITERIA T.1 11-1 vI1, J PLAN VJF`IV I STAPLING DIAGRAM ROCK CHECK DAM NY ATION BLANKET SOIL STABI117ATION BLANK___.__ CD NaTTaEcv.E ,E NOT TO SOALE *moDriED vERsioN swvrrurru cLAss I RIFRAP FOR ALL STONE ori 7 COYCOVIIA101 Job rl,t 99-e0 I M ArrC3, 2000 mNy 1, 20a� -7110, 20n1- J,ly F1, 2000 A5:, NO FE.0 1,iv,�; FI), E & 5, NA FFA 7 7VE 5he,Ii Na: 13.00 of 17 NOTE: DIVERSION DIKES AND THE STORMDRAIN ARE CRITICAL TO THE AREA SURROUNDING THE IFNN)S COURTS, THIS PROCESS MUST BE COMPLETED FIRST AND TIED INTD THE EXISTING STORM SEWER, TO PREVENT OFF SITE DRAINAGE FROM ENTERING THE TEMPORARY SEDIMENT TRAP, w, yl v jt is �x 6, E41VA I T SLOPE,'; STEEPER THAN 3.1 SHALL BE PROTECTED WITH PROTECTIVE WALK THE SOIL STABILIZATION BLANKET & MATTING (EC 2) #9 VEGETATION MUST BE LOWMAINT ENANCE DRAINAGE DIVIDES CROP ON SLOPES STEEPER THAN S:I. A -s A ......... ... . . A A ps), J, Arq 'Ix A' L 7("o L V� SEE SHEET 1mr," BE I ATI, NTRACT( NOTE: 'SUPPLIED a SLOPES SHALL NOT BE STEEPIER PIAN �cviibm -Q,�OW,Q .443 U1 429,67 6ROUN D Ll� 'X\ g Z, ,I, M IOX IT AASIN qi T % lifawl, y, I 0 T7,DZD 0 I\ 'o V Vvv NOT LAY 7 b 7', XZ N FEMA tora\ EAR 'Op) p"O'CAN'\, ELE,:39,00 V E & S KEY Y, tr 0�0;1, .. .. . .... Q I Tz f IWj•U4WA�ER TAP 01F'1�.MUS :cc L, G A WP JII 1 i,',, ��AQEQIJAlEOONSTANT�FESSTJR "�IF �N , YEq cco PAVED CONSTRUCTION ENTRANCE (SEE NOTE) W, "P N TE' v V SILT FENCEL M 'FRENCH DRATINS SHAH , BE USED WHERF. FISTING '9 H 1RINGSINERFEREWPH THE LAYOLT OT IHESTH,. LIMITS OF CLEARIN op) INLET PROTECTION T SEDIMENT TRAP VOEL ...... Y, j 20' UNDISTURBED AND PARKING SETBACK--\ SOB SEDIMENT BASIN A > "IT JY 0 la,,?, OUTLET PROTECTION I SR SURFACE ROUGHENING "4 TB TEMPORARY SEEDING PERMANENT SEEDING A, �DD DIVERSION DIKE 6 50' BUILDING SETBACK---, A 0 DUST CONTROL NOTE: �V Vr NOTE: DIVERSION DIKES AND THE STORMDRAIN ARE CRITICAL TO THE AREA SURROUNDING THE IFNN)S COURTS, THIS PROCESS MUST BE COMPLETED FIRST AND TIED INTD THE EXISTING STORM SEWER, TO PREVENT OFF SITE DRAINAGE FROM ENTERING THE TEMPORARY SEDIMENT TRAP, w, yl v jt is �x 6, E41VA I T SLOPE,'; STEEPER THAN 3.1 SHALL BE PROTECTED WITH PROTECTIVE WALK THE SOIL STABILIZATION BLANKET & MATTING (EC 2) #9 VEGETATION MUST BE LOWMAINT ENANCE DRAINAGE DIVIDES CROP ON SLOPES STEEPER THAN S:I. A -s A ......... ... . . A A ps), J, Arq 'Ix A' L 7("o L V� SEE SHEET 1mr," BE I ATI, NTRACT( NOTE: 'SUPPLIED a SLOPES SHALL NOT BE STEEPIER PIAN �cviibm -Q,�OW,Q .443 U1 429,67 6ROUN D Ll� 'X\ g Z, ,I, M IOX IT AASIN qi T % lifawl, y, I 0 T7,DZD 0 I\ 'o V Vvv NOT LAY 7 b 7', XZ N FEMA tora\ EAR 'Op) p"O'CAN'\, ELE,:39,00 V NOTE EXISTING 42' PIPE MUST BE STABILIZED AND CLASS 11 RIP RAP OUTLET PROTECTION MUST BE PROVIDED AS NEEDED, Y, tr 0�0;1, .. .. . .... Q I Tz f IWj•U4WA�ER TAP 01F'1�.MUS :cc L, G A WP N, "Y i,',, ��AQEQIJAlEOONSTANT�FESSTJR "�IF �N , YEq SwOVECS umt— 'HIALLIBC REV T WATERCOURSES, V '01 v V W 1r f VOEL ...... Y, j 'V1 0' T NOTE EXISTING 42' PIPE MUST BE STABILIZED AND CLASS 11 RIP RAP OUTLET PROTECTION MUST BE PROVIDED AS NEEDED, Y, .. .. . .... o,/, N, "Y T� V '01 NOTE EXISTING 42' PIPE MUST BE STABILIZED AND CLASS 11 RIP RAP OUTLET PROTECTION MUST BE PROVIDED AS NEEDED, 4: 'N .. .. . .... N, "Y T� V '01 v V W �SIOUTLEJ PRO HEQIQTN DUST'SE' VOEL ...... Y, j AUM LENGTH�4 0Q"T1`ET/E�OtEGT�ICNI: 12 fL T > "IT JY 0 la,,?, "4 P, 4: 'N .. .. . .... _x v V �SIOUTLEJ PRO HEQIQTN DUST'SE' VOEL ...... Y, j AUM LENGTH�4 0Q"T1`ET/E�OtEGT�ICNI: 12 fL T T A/pAYOOCK I I �VNI "N T //i P Ji 0 THE EROSION AN D 5 EDIMENT CONTROL MEASU RES SHOWN ON THE APPROVED EARLY GRADING PLANS, WITH THE EXCEPTION TO THE 13A51N REMOV/\L5 FOR [310FILTER CONVERSION, SHALL REMAIN IN PLACE AND IN GOOD REFAIR UNTIL THE DRAINAGE AREAS REPRESENTED ON THE SITE ARE DEEMED STABILIZED BY THE ENGINEERING DEPARTMENT, FOK EPU19,5110N AND 3ELPIMENT CON_1rjt\-'10.1 ONL YA1 NOT F09 CON3 _,r,pLJC7_10N .".515E E-4 rV W E-4 J,6 No. ,a', Ga 9rn, 0, 1000 Jur r 10, ;,)06, Julv2en 2,900 pte ..... e 20o, 6k,lVA a' )00 N"Imb"le, P000 EmgDiot, S 5odim-tit 6'omfrol I -LNa, 14,00 of 17 SLOPES SHALL NOT BE STEEPER THAN 2:1 Ji 0 THE EROSION AN D 5 EDIMENT CONTROL MEASU RES SHOWN ON THE APPROVED EARLY GRADING PLANS, WITH THE EXCEPTION TO THE 13A51N REMOV/\L5 FOR [310FILTER CONVERSION, SHALL REMAIN IN PLACE AND IN GOOD REFAIR UNTIL THE DRAINAGE AREAS REPRESENTED ON THE SITE ARE DEEMED STABILIZED BY THE ENGINEERING DEPARTMENT, FOK EPU19,5110N AND 3ELPIMENT CON_1rjt\-'10.1 ONL YA1 NOT F09 CON3 _,r,pLJC7_10N .".515E E-4 rV W E-4 J,6 No. ,a', Ga 9rn, 0, 1000 Jur r 10, ;,)06, Julv2en 2,900 pte ..... e 20o, 6k,lVA a' )00 N"Imb"le, P000 EmgDiot, S 5odim-tit 6'omfrol I -LNa, 14,00 of 17 G GROUND CONSTRUCTION ENTRANCE DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN 70' MIN. 3" SM -2A ASPHALT TOP COURSE EXISTING Al 4PAVEMENT �2X 2X e FILTER GOTH $' MIN. A AG;GREGATE BASE SIDE ELEVATIONCURB OR EDGE OF PAVT 70' MIN. 12' MIN. 2% 4 Ii FILTER CLOTH SECTION A -A NOTE: A MINIMUM WATER 1 AP OF 524I61161 (1-) IS REQUIRED WITH A MIMMUM WASH HOSE DIA. OF 38.IMM (15) C PAVED CONSTRUCTION ENTRANCE NOT TO SCALE SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE W"HERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GIREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SiUCH AS IN STREET OR HIGHWAY MEDIANS - p INLET PROTECTION(1 OF 3) F ,'iI j ►�,l�I+ ,�r�':�'�? two�t,�+,�.ii' � �,+ i .,��gG �-�. {�- � �„ .r. ;� -� .� t1 �� .y�k ,s' ��7•,t.-yam �si�hrr..';�„��Y.ka�. � I NOT TO SCALE EACH LIFT OF • SLOPEOF THE • • TO REMAIN LOOSE SO THAT THE OCLODS,REPOSE,• FILL r SR SURFACE ROUGHENNG NOT TO SCALE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES, 2. EXCAVATR A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX. �• f `47_� FLOW 4° 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL, ITINTO THE TRENCH. FLD�/ JIII I1,,,. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) l I �r I FLOW POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) :S:F: - SILT FENCE NOT TO SCALE BLOCK AND CRAVEL DROP INLET SEDIMENT FIL TER WIRE SCREEN CONCRETE BLOCK -------------- GRAVEL* FILTER — WIRE SCREEN FILTERED WATFER OVERFLOW RUNOFF WATER WITH - SEDIMENT s 0 i i II11111I1111LLii ;.::..q':o: DROP INLET SEDIMENT I R.q;.. WITH GRATE SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGG,REGATE- i P INLET PROTECTION (2 OF 3) NOT TO SCALE TEMPORARY SEDIMENT 'T -RAP 1'1 VARIABLE* ORIGINAL VARIABLE GROUND 67 CU. YD./ACRE VARIABLE 67 CU. YD,/ACRE (EXCAVATED) 4' MAX' FILTER CLOTH ORIGINAL GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE** CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS= RIPRAP LENGTH (IN FEET) _ 6 X DRAINAGE AREA (IN AC.) DIVERSION DIKE COARSE AGGREGATE* EXCAVATED FILTER AREA E CLOTH COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #.5 OUTLET (PERSPECTIVE VIEW) Si SEDIMENT TRAP NOT TO SCALE PIPE OUTLET CONDITIONS A A IIF'E OUTLET TO FLAT R'.EA WITH NO DEFINED HIANNEL L a 0 % -- II—III d 7 SECTION ti+ -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER i ado (MIN.) I 'UPE OUTLET TO WELL 1IEFINED CHANNEL ! d SECTION A -A v 7— FILTER CLOTH KEY IN 6"-Y'; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3AB -4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT' LESS THAN 6 INCHES. p OUTLET PROTECTION o (� NOT TO SCALE BLOCK & GRA VEL CURB INLET SEDIMENT E'IL TSR CURB INLET CD WIRE SCREEN CONCRETE BLOCK 1----- GRAVEL FILTER RUNOFF OVERFLOW WATER WITH FILTERED WATER SEDIMENT ......... IF — _ O SEDIMENT WIRE SCREEN ° 1 2" X 4' WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICAB3LE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NIECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE- * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE � p� INLET PROTECTION (3 O NOT TO SCALE RECOMMENDED DE PYA Tom'. TNG S YS T-E'M FOR SEDIMENT BA S INS PRO'00E ADEQUATE STRAPPING POLYETHYLENE CAP DEPTH TACK WELD VARIES AS _ PERFORATED POLYETHY'IENE* REQUIRED DRAINAGE TUBING, DIAWETER FOR ” DRY " STORAGE VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) WET " FERNCO-STYLE " COUPLING STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-IFOOT MINIMUM, DIAMETER CORRUGATED METAL RISER APPENDIX 3.14 SA)(SEE CALCULATIONS IN NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE: 40 STUB FOR DEWATERING `-ORIFICE *DRAINAGE TUBING SHALL COMPLY WITH ASTM FI667 AND AASHTO M294 SB SEDIMENT BASIN (2 OF 3) NOT TO SCALE TEMPORARY DIVERSION DIKE Compacted Soil 18" min. Flow M-1111 _ 11111 - 4.5' min. DD DIVERSION DIKE NOT TO SCALE f TACKWELD ALL AROL #6X12" SPACER E (TYPICAL) TEMPORARY NOT TO SCALE ANTI- TFO TEE DEVICE DESIGN PRESSURE RELIEF HOLES 1/2' DIA. ;f A f % TOP STIFFENER (IF REQUIRED) { IS_X—X—ANGLE WELDED TO TOP AND ORIENTED PER - PLAN VIEW 0 1 _ F<IStx uIAMEIER� SECTION A -A SEDIMENT BASIN(1 OF 3 NOT TO SCALE v. T BAR SIZE 3AR MIN.) III t ISOMETRIC RISER PIPE BASE CONDITIONS FOR EMBANKMENTS LESS THAN 10' HIGH CONCRETE BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT 10' OR LESS D 8" 20 CONCRETE STEEL BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT 10' OR LESS D 3D D/2 2D 1/4' STEEL PLATE pSEDIMENT BASIN (3 OF 3) '"j L -j ) NOT TO SCALE PENDICULAR TO CORRUGATIONS. TOP IS—GAGE CORRUGATED METAL OR 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY �E OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY DPEN WHEN THE TOP IS kTTACH ED. 'YLINDER IS GAGE CORRUGATED AETAL PIPE OR FABRICATED FROM >TEEL PLATE. TOTES; THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. AE 'l 1VL/ ■ >! I 7 -HE COX COMPANY Planners Civil Engineer., Landscape Architects 220 East High Street Charlottesville vfrg1n1a 229Ce (804)295 701 TABLE 3.31-11 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONES" Rate Planting Dates Species lbs. acre Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 1-00- 00Cereal Cereal(Winter) Rye (&cale cereale) Feb. 16 - Apr. 30 Annual Ryegrass 60- 100 (Lolium multi-florum) May 1 - Aug 31 German Millet 50 (Setaria Italica) f TACKWELD ALL AROL #6X12" SPACER E (TYPICAL) TEMPORARY NOT TO SCALE ANTI- TFO TEE DEVICE DESIGN PRESSURE RELIEF HOLES 1/2' DIA. ;f A f % TOP STIFFENER (IF REQUIRED) { IS_X—X—ANGLE WELDED TO TOP AND ORIENTED PER - PLAN VIEW 0 1 _ F<IStx uIAMEIER� SECTION A -A SEDIMENT BASIN(1 OF 3 NOT TO SCALE v. T BAR SIZE 3AR MIN.) III t ISOMETRIC RISER PIPE BASE CONDITIONS FOR EMBANKMENTS LESS THAN 10' HIGH CONCRETE BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT 10' OR LESS D 8" 20 CONCRETE STEEL BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT 10' OR LESS D 3D D/2 2D 1/4' STEEL PLATE pSEDIMENT BASIN (3 OF 3) '"j L -j ) NOT TO SCALE PENDICULAR TO CORRUGATIONS. TOP IS—GAGE CORRUGATED METAL OR 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY �E OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY DPEN WHEN THE TOP IS kTTACH ED. 'YLINDER IS GAGE CORRUGATED AETAL PIPE OR FABRICATED FROM >TEEL PLATE. TOTES; THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. AE 'l 1VL/ ■ >! I 7 -HE COX COMPANY Planners Civil Engineer., Landscape Architects 220 East High Street Charlottesville vfrg1n1a 229Ce (804)295 701 o j 0 x 7' Awk Eww4 z z w o w x Emmq Scale: North: A 5 NorEO Sheet Title: E & 5 PE7AIL5 Sheet No 15,00 of 17 It/3;0 tali o j 0 x 7' Awk Eww4 z z w o w x Emmq Scale: North: A 5 NorEO Sheet Title: E & 5 PE7AIL5 Sheet No 15,00 of 17 It/3;0 NO PROJECTION OF PIPE ABOVE GROUND LINE Too t Fill Top at FII t_ T p of Fill --......___ par, r°iC11-31 �9Ground Li Sarin IUngrsell -D �Eurth Mia -D10 } _-k Bedding 2 per tot li- / 7 , BC tlding Mln io0 _'� �- \ Bedding Mir fi NORMAL EARTH FOUNDATIONot�al earlrIo r o � -lm�a Mofe al FOUNDATION SOFT, YIELDING, OR OTHER - "0 t1iE Rai f plea 24 M % May h t t d i -ice pipe - { - t drecied by Pro— ' ROK FOUNDATION 1 WISE UNSUITABLE MATERIAL PIPE PROJECTING ABOVE GROUND LINE _ 1 T p f Fiil' y Top t F if y„ _ Top f FII _ t "ry'p ' - nAD I D SMI[S� Gr'r i:'l. vhn '7'oodo G undLine G r'yK<s Line Min. to D'(T Ear IF M i D ^ 1 / 4 -fl Ck r Mial Dr/ //// LL �E.arih `.'.r ..Y� yi eHing n', f 1 fH,il+ x - +{ Bedding MaterlM vim/ ,� neo 8U' g B dd' g Material 2 n.8 . 4" M 1' I Min, plr ..... .I NORMAL EARTH FOUNDATION ROCK FOUNDATION FOUNDATION SOFT YIELDING OR OTHER- WISE UNSUITABLE MATERIAL Cul i, less than d 36 File up to 30'(Pbe pro)ecl on above groundline) x Di?4° FLEXIBLE PIPE As show on Table., Culverts where d- 36°and over H= He ghi taw neosured from lop 4 drainage structure W z -D+35 fin cropg d. Method A"Pipe Bedding shall be used as �-Bedd y ate'indccordance wilt ton30202 of the Roodond RalliedSp cYcotiams. Klan's unless oit erwise noted on plans - RIGIDPIPE-Bakfil aradiarlit'n oNocedence with Secfan321,02ofthe Roadand Br dge Specificobons. Fills up to .NYINo lr, iR,nmu of pipe above -Embankment grwnd r�ae -) INSTALLATION OF PIPE CULVERTS araements deeded under Method A, Propelling Condition, are oppl7cnni to Bedd Meth d ED BI dui 82 EVERTS AND STORM SEWERS 9PE(IE IPATION ERrNCE PIPE BEDDING - METHOD'rA"(Fli._L.S UPtosd) 302 303 i 0't -0E VIRGINIA DEPARTMENT OF-fRANSPORTATION Sheet I of 4 PB -1 PiPE BEDDING NOT TO SCALE Note H may be reauCed ant Xt mmmumof 4"where dealt EI'a1 1 a I LE1^l_ Id p otrudo above shoulder I' in no case hull top of end - f . p u Il p o)ect abdd,K fill slope diah slope, or Shedder. e I agl I, N,qW,ld nn Me h. d Il at. h. Mete o of Ito. TINS' tem may be 4sraCasl U -Cast in PIUee. (vert v,he.re the flow entero Tho wNerc} ill Ali mi in eie to be I P (. A3. For precast See 6heet-101(72 Haadweil ai It i f) nay b t i w Fills I'andord to be used ooh i tt cross and all skews 0 M45" . g 9 ( ) dJ(cost 1g . �,�li" - L -I t Til!, �:. X- 3/a Ch f it be mel nn�.n«ea rl I1 11 .I. D V /! " 1 _L_�� FRONT ELEVATION F c No1C: on donne foa, where enawau: are I' a leas beta. chloWder, me the END ELEVATION i t tparallel to f ode of th road io a' the Wal s Toil b onsfruc edhe p rt ay EN ENDWALL FOR CURCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE DIAMETER OF PIPE CULVERT SIZE OF ELLIPTICAL PIPE CULVERT' (SPAN x RISE) CU. YDS. CONCRETE ((.apE Pee( 0502 1 0.$55 T.2..3G 1-7.BII STANDARD ENDWALL FOR PIPE CULVERTS VIRGINIA DEPARTMENT N TRANSPORTIA7'ION EW -1 TYPICAL END WALL N OF NOT TO SCALE CG-2 C6-2 12°- 60" PIPE I t5_II 4, A/ 2"R - - Concrete is be Cie. A3 if ------- X X I'( ICAL ATERNAEP RADINL BEAN P- cast In piace,4000 PSI if Surt x precast._..._Su A ) a I:. [ k -- 'j( _---� `L / n n n Base 4000lo to be 4000 PS(Mn. q > e v\ D Thus item awy be precast an cost in place. Subb e { " a ISOW-TRIC et . I This curb Is to denied when design speed r, is 40 MPH or less on Rural high -be and Note: Curb hung; a dada, of 300 If ar fess 1 s dors_ ss 45 MPH or leIn developed urban and (liking face of curb)will be paid for as radial _ ' subarboa areas curb. r txl, t a t rk t' I I a{ e ab �'�v�:Szl nz� vw,srdr x The depth of curb nwy b r reduced os much as Y p' Jesse 1h (15 tlepih)on increased as much s 3 (2t d pth) Y n d 1 ann .l dl s n ander that the boliom of curb II conlicid, '- J— 9ubbose CURB RAMI-' will, the 4 of a course of the P.Waredit I s-- -- subslructure.Othefwr5e the depthu, to be 18 as FF^^ 2 {- — D shown.No adjuslment in the price Ill W be ACCEPTABLE ALTERNATE END VIEW made kir a decrease a an increase in depth. IF CURB IS EXTRUDE END VIEW -__ SPECIFIC REFFERENCE ERENTiON STANDARD 6° CURB VIRGINIA DEPARTMENT - 105 502_ of _- _ 4 L 0 - t I i(Z @ L TRANSPORTATION l x2_01 Ell- CG-2 TYPICAL CURB NOT TO SCALE IS -1 INLET SHAPING NOT TO SCALE EW-WAPC 4" Cf. 1'.111. p not. 1 II xPoseJ `l. i d t k'94 ( 5 U I Huh. f ch way rd.r aar.:� \ \ 1y a^ FRONT F EbAIION NEG (ION A -A ''" / f NO IF Vi rnememr r li 1 <o h vrorta F p r p i -. 11 11 In to X S M ba)r o 4 1, on, -- \� (� edc ra,.ror n ave,. Afrcl nevi ur n r'urY rirh , .dial es ri¢,i,ev. h ,- _ ___ r o s a , of ended i f abmv �ri .iv e J s or s oo.tle'. yy roje.cl c J Heailuvei to be beetled ', sli , c:r of 'n.l , t ., alts o r. � Gc not % e I a. 11-1110 n onk. d m r 11 n t Ill, row execs amen --'- - l e d re i dal. I dna/ i v war ds b ... "t DETAIL A DETAIL B i EW FW IAP; DIAMETER Of FIPF. CULVERT SIZE OF ELLINDWALL FOR ELLIPTICAL PIPE - _ r- - f TIGAIPIPE f . IfLVERT(SPAN RISE) _ M ENDWALL FOR CIRCULAR PzP1 t L o6. ofz Nle a2 rra�o ru, a osvz• -1, ,2 oa rra �o'i I, a-, alz OW �' 31/T PRECAST ENDWALL FOR PIPE CULVERTS EREFERENCE" VIRGINIA DEPARTMENT 105.04 I01.02�of i'RANSPOR TATION 302 EW -1 TYPICAL END WALL (2 OF NOT TO SCALE CG -12 TYPICAL CURB NOT TO SCALE END -SECTION 12"-60" PIPE o 12°- 60" PIPE I t5_II nwb end on Dodds nna oealons U— d I ana A/ /\ - - X X I'( ICAL ATERNAEP RADINL BEAN P- I :Af)'r.L PLANT l7RU E Al APPLY AFRE SUPE Et -I C x CONNEi fit)NS AND CUOIMERGIAL (t -I on,,,,.'IErt T ill tt AeNP,red) A ENTRANT E S. S.I. l.t, 13 eel 203.10 ) _I R Conmeta to be 4000 PSI Man. [ k -- 'j( _---� `L E I 4000lo to be 4000 PS(Mn. A -sem TANGENT YLNV { " a ISOW-TRIC et PLAN T I -std. .d�1 , 'I SECTION A -A U 9e i /9Or Y ly 1 t o y 1 �' t E i pro t a �r a f l i t r txl, t a t rk t' I I a{ e ab �'�v�:Szl nz� vw,srdr r) d 1 u u t r 1h E C )aON L B Y n d 1 ann .l dl s uv ani,. ny na-are em on 0�-mpar ,o CURB RAMI-' (PERSONS Al MC1FdiLITY IMPAIRMENTS sin oEPnmsueor ctaNusPORrnnon sea CG -12 TYPICAL CURB NOT TO SCALE END -SECTION 12"-60" PIPE ALTERNATE END -SECTION 12°- 60" PIPE I t5_II nwb end on Dodds nna oealons U— d I ana aeaa om nmlel end-serl— (SP f a lqdeadand - - X X r � X � x x _ __ K, _I R Conmeta to be 4000 PSI Man. [ k -- 'j( _---� `L E I 4000lo to be 4000 PS(Mn. PLAN PLAN on E {- — D SECTION X X END VIEW SECTION X X END VIEW -__ END SEGI I( Il I DIMEN XONo -- ENU SEf i j{- PION DIMENSIONS G _- _ 4 L 0 - t I i(Z @ L d_ Sz NAM A -B..___( C D -- E -'- I5 I8 9 2 3 3 100' ( 2 0 4-(i 2 0 I II `_ 3 2 -,G 1 3 Di 15dd 6 9 P 3° 19 4"0 2 3d8 4 0 1 2 G'_ 3 0 74 - 10 1-1 '- IOI 4 0 }I Z I( 6 a} 9N 360 0 _i S-7` i - G 1 4 6 _ i rT 6 lje 4 0 6 0' 127` 3( 3- 361 J O 4-6 I/ 4IQ 3 5 3 17/`_- d3! 7 10; f8-? 50� ¢IV 56' `A Is/ 6 0" 36 S 53_2111' BI9 60 420-�,i9 5> I2 it 82 L66 - 4 Y 1-9" 5 3 Z-11' 1 8 2 1 6 6 -6(7- _2 0 6 0_ 2 3 5 5 7 2 2 8 2 "f 7'-0' � 7 6" 4$ 2 0 8 0 } 2 G 8 2 7 O ? 6` 5 0, 3 3 3 B -A 3 6-0' "d l"2 11 3 0'v 3 3B- 8�r� 4olJgr'___ i NO'S: Plpe erglhsshown-1are T T I 1 b eA rod-1—toyr f f cic _I �., t ,_ , 9e 1 h l Ih i91 me fi 1 be a dbY ne diff e ' d"mea,iun o SLOPE DETAIL 3PEC; FICATION ll RI NCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMEN"r _ — or TRANSPORTATION __ F102.OI ES -1 TYPICAL END SECTION NOT TO SCALE (i 2A-2(1,2 mina '"'0 m-rnle to oeverl: a ,.nr ee �„ area. mioeen '. doo..e stisnorro+.^"o rvbeyac g cn r eaten nee sn e1 0 a4 car.d tbn}- E I:ne Dna .r 1 . rmpeo ca rad - e can z oo ro„ or i so fStla,.at —:1 osf sa m"FJ :'t ewroo<, c:f er r-31 Y t A r i l h " D aU (�1 I o � �'. sea I��i1Ia,,,< `< %=+ri�- e.,nt, Wdrtdm hiirc-_ ly ri„w ,� �...___-.. •_......_- L..E o� L s, _,��.o�a �y. a. m.<.,. eaLLAa �q m'v"^ n' ECTION A A ' Pt AN VIEW f'ip k i.' i I t ) dR , ae rl, SEOTION D- D 144-111, Aev , ii { k,i 1._ weabr \l �� I Toe B ir0o3cebor SECTION B"B 112(IN! LLF VAI' 0 M,.r,nt ' UJ SEG 1'ION E E a doe oowo w,q r nrL IN, or- / Til�1-.� ..v r j Ir12A ..._ UI 2E -..._ L r I I _ a la F' I i (� J 9FCiIDN L L 71 ORATE .00:r «n T.C-11ELP��T:L79 to e'H a d p Y SECTION F -F soar t» m,m Oy ar H odor nm lea end ono. ...a J'nnm o� I vufuvJ do b, .x nea f - _ el i or 2 STA( R4RD CURB DROP INLET ENCF 171_vJdrl l ir.IAYIldl PIPPTH (i -Ilei PFF FRFNCE DI -2 TYPICAL DROP INLET NOT TO SCALE SEE. I$e. t(1 0Cj S WAIN (>d ATSI FWAME: T N�6NAN F-46roe? cEZG�,T6 n' o' P -4e,” A'l F4At6 d D P � b i p i P t I a p a A. V -D a YARD DRAT N YD YARD DRAIN_ NOT TO SCALE i i if Jp/EGY).y COMPANY Flamvm'a evil �d-n¢nrafr:; r„,.azapeAdnun.e;;y 2YP r ren rtl9'A bfrrer. �v/oLLcr,Nlltl k/�Ihv zzrze: Ee.w.tnye, �:; 1.4 0 0 &, M1o: 99-c3o �P4'SN 0r L n S V t NKP CTX C' '1 Date ,4pn13 2C7L'O Ne4tiai Jun-. 26, 2000 Scale: (N/ojr�t\h�'. =.11eod 77C.le: —� 96.00 of 17 ". .... M 10 14TIN U otr INP SOURCE$ The DMSE) - 'tsMz ( AjNTPCI p scaled opt t t be a toady, suelw mml I"bT,` ,M's' 'al.,s < e,, I formuvi refl t I ;ly tlan e,m Innercmn - T a, an ugected r t 'r' m Ip'vns °o aavmr r', ola,m i Y' PI I ody(SNNSSA Pt ). SC01SN6 opGas i"ei j eseampared III. ens ` t i ,1 , I I •i . Amdte mreol E hn and AkUYZ iCL'.. r: „fl; 1 i I won m di 11 g' 1 c�m, � � pld dal IT kLk pike : ><� - ,. 10 i 1CL tft) oprroal cha n 1 r IN ,a1ed. +° s DF +t`NT` ; dC51 , ,;$ elY ... .. N 2,CV E y a alum num to h < I h' his � � " h"sdd.spnsPenandcastat.hn Ii T? , ,, ,,,,,r, < Al SL1Gn//Nf CMJIY WNERE N5GE5'.a }}(Y liousntsusPe'dad ondv'a rastale - I_ —lase `niml._—J ! Nt ( VUR TCJ E'„XCC6Sp/E C:-Yty r..,-4aLc�Y•Gas .__l - mnunftter. EX Ala'TIO ball shapedwaa-,TdBOnm ,r _ skMls d i a& )xembledtotaa, <, . `. p• t 0(�i ay fryN,t-l}51GR5, PidT7� � Illi-' tBe GPA 139 s4R. FEATURES ..,-+.,r.r„n.,......-•---'".->er.rr..., �x .- L I CUY y,(WE _-.�...__..._ _... ` \ I� The OMSSO7nmrnaire is Ul wrM can wegM.atics DOt kgl TEATD DMsm--SG '(71 F. ...... i;,I -. _.. _... �Wif We$nMMa-NN __o.mm_ d I SN �DSMS�AS_SC8/SH_t3_. _�_� �''-' I is dr� Wq f Irhnmbmert ._- -. _..e■xirutled-iu�mmum 2318".. .. . . '''i<�: ' .r .;i<'i,:; :... 7 J �,?, '� {v { :t 2 t?FC),.:eFY.4fnvC"ryA..ty_rL.L}' ?I -A � II vN_v=t _ _ -- 3.1 fIiCu. nIeD A . 50,60 SHA&S:SAoptics IF ATObmsaceonm LET'SS7aty: { t11 IMMNmtl,m 060m70D,majOM�PArG�=r!r'x:k_ it CA�Nf,. tbTA1NIN6 WAELLLDV-. e.91p WALK P".." iN sa-bn 4top f Ele�v,a��t ion- IT j 25a MH m^pI SHASM AsyPM IhNxsa@nswellllf LMA780°bent section of j aMN, inu9,t NfA SNA4l; hymn. mcmlh _- � earuded aluminum 2378" 1 " t 1 d Y5l a; J41 A :. vJv ,Cpn oxer, mayor -- ssasM A o y��^^''\''� I.mm{oa, wetaoa RETAINING WALL RAILING ■ toe east ala ninum Pole oo NCS: I the ab p m.; 1 eend sh, tter t Aott7UN fygC' f/�'-.-- tmadeptar anAaOat rolled / F �� {°„J P t Px rP R f time nP alum Dams t s t f. x a r ' nT .� : s n SCALE: Y"n P -d" Pre 250 NPS A CIA &SSA f t bia in' 4W NPS m g N/A IMM 423/8' hDRInd.and S + , t` t 4InXI:, v' a xl i aro ann mud 2 ' art vit a' a {t i 7): N FINISH!k 7,p rc Ftln fl M;l ACDB A i"H _- ova (4 5S fi Ply h t 41/2'Il to mm100 3 l\` c J �Rt L1GI,T �,'-Ut1EG> FPI ISFI R ! y benafedrr;U.. Add ,8i m Bl,,,j Wdhda cotle - + I p-Tharnout. ( OMSB'*' r1DM5S0 G S J plete v, ih b tdecoratve rods N ndacastam iL t Ar �, F'.NISN bf`AVE- 1 I1i➢1161 odtr t SCB&SHBnpBicS a,db.n a all-, n r sea,adopraalcnamber mn p�, um wrc; na re ada ror. meannoat m.ani st,nq nfa reflartpr mto ° ,,;{ ; r� r f'� (sJ r to i, < , PERVIOUS WALKWAY a,annvaasamnledonmp NM A18g°bentsachonof HPSbailasta faantreu 96'r (4pC") ofatemperedblvss sagU:m trueed ahnnmum 2918 ex NOT TO SCALE 4"GONG, --- -_ Iamn elan g p r! Minst -- nmfem ch, (00 mm70D wim east DESCg)PTCG%N power fart fgON tlop rat '[h' SCBSM' Arym Ix17 Blunt nUm tlecorat ve v ANSI by e- d 1End,,,, MN ball'st Arym hype SP rats, ana aPoie asap- ry »ye- ( oe •" a teamre aP 20F(30C ii p idyl g SN88M nrevwaa rexRrimegill C. $ _ � 1m hove optos, the sleeve dad BRISS, for The mounbrig 11111" HII:crF^.,.I?(- r. ry E+{{II. is}YkNf't JY =kf ,6 4LM, 4)�4` n°e O Qo vapaolty vett find, P deet f u ° G o.' C7 • O U" 90%, Ali boil. t NI I.Arded Pstm [exav2 pnori,o, ng of the lamp n10a4(102 mm)p.11 P �11t1 illl firm IIII�UI- II -iII( and GSA L tifd. 'tampnno' lads) ON) Two straght I Siv, 4GR.4V L. t Th halt., t q t t' th hnod Offia 141 al 0,0. alUmnpm g ith n, wins lhe,nd"ad PuW¢a llyl ursplropticaamr,toMe, srde arJns weld KIN ° u.t1PAl,.TE.D °aUC6aA.l st bel t day skies Bios hilabox a-0"1702 more round ecr f( Ili ha,ftdNassembiedonm alv linin pole vdapw, tl,a SOW support plate iIld-GIBI- ummwn '6 t mpg " . . _..1 �<_. t (f�ICAL 31I7EWAJ K I7ETp(L RM Az3S'fWmm}oD al4'(IO2 atmweldedm a4°UO2mma-EdItvie TENSA r anda aaarialy ml ADRhN dIT i' f 2. SEE BFCCil FOK? e4GfaRiP{[a E17GI7•{6, ANG' CIXPAlV3I/JN .JOINTS. I with aenomtive halt I,(: IT 1 n, 4 0ddn,R Balm-fdRBBo the a,. slat PIAo ` k ) adaptor \ PARK LIGHTING (DRIVEWAY) _- SHOE BOX LIGHTING (PARKING)_ (� TYPICAL SIDEWALK NOT TO SCALE 7 _ -- -- < NOT TO SCALE SCALE: 1"='I'�0" NOT TO SCALE t` WITE� PUUH iV PAMi A4l 4 YPCSEID III GI 11 IG 3 L,N DID- 11111 11p LIMIT EAKTiI-T 't NE:M ` F h `JATEpI RCl(IF "PIJ'r I dITUMA$I [C f f M'f1lDVp. !iR B(N 11 111111T4 211111 BE C'.I_ASa A ,) T gpp RDD ,I A. 'I,II i YU - W L` "All _ IN, 01 Ed[111 11N11"1 H ,. `il[rta) « .....InIrl,\SIIe URUGAF \ °n l U^ell SfilRBE.r1 f/ /11tN, l Nn1Si UItOHD n/a D B 1_ P /I EIINCREti FiF:rtCilprvJ E Y 'J9 Af:JNLFFTF REpC (IONI f1iM1 HI -[!GN, r- 4E"Jill ILUIE" BLECK -' P Et;illli'Er(SLH Y, r ' ^'T r,l iON St::tION HORIZONTAL BENDS UPPER VERTICAL f[ FS PLUGS UGS HORIZONTAL BENDS 90' 11 I/4 45' BENDS REACTIUN BLACKING WATER AND SANITARY SEWER FACILITIES +oa� t.trun 1EPaei' .. ... - xxAN. tarulN RB -1 TYPICAL_ THRUST BLOCK _ j NOT TO SCALE ----.. LMS -2 _ For defafis of Integral Curb --- -"- Vnrinble ---- Mariable-------. �e Siundord MC Ior CG -3 � (vr deimis ov mtegrai Curb I _ Sloo Ua I' Sip see S+nr darA MC -1 or CG -3 n �1 .'.. t -2" Top Soil- 2' Tap Prop. Gonc P e. ' I o Wh des qn speed g ler Prop C I, Pove - _......__ __...__ 411 ��. hon 40 MPH on Rurnl Ii gfrvxoys n and 45 TO iO develo ed Jrbo "9 (" _.._ PaY Liine P � _ ... ----------- x'� HA BASO SECTION ASY'tH'.p a HALF SECTION WITH PROP dSb bano aao arb I. ben <,ea ftl- PROP CONC. CONC. PAVEMENT sl a d ce 3 ---- -- ALT 7 -OP --- ----V iobte Varmbd { nr deinils ofIndependent Curb For details of Independent Curb V t Slope see Standard MC -I .,CG -3 see Stondord MC -I orGG-3 N J f FA -T. 2"TUR SOI 2 TpS it ' "' Prnp A ph P Prop. Cony, or Flexible P I'rb ('e„Ir acro -_ -- IN a i i f R to1{o q Prop Co-nr flex'bie Pnve e d -_-___ . _.... __ ^ c.._P In Cuts- Call tureartdlv reaamr I'll m,nerwl,o> ( :4 HALF SECTION WITH PROP C(ONC Q1a"d 111"" HALF SECTION WITH PROP CONC. OR mooctad OR FLEXIBLE Po9VEMENr ' ' ' s' ""'"' ' I lztrh augnly ..... -_._. ... FLEXIBLE E BASE WITH ASPHALT TOP ED, details of Independenl Curb Fee Stan{datrd'MC pendent Curb Said, Stondord MC-Ior CG -3 s Ior CG -3 V4 .1 Slope i q I' SIS iTop Soil" t 2 Tap So 1 _......_ RepT-- i--_ ._ _ I7 -..° Fx Prop 6 Ph Po es ni Exfsf. FI x bl Pave Pove. Wve. undernedan to be removed-) �.__----- -. Pave. antler treed an to be emoved HALF SECTION WITH EXISTING FLEXIBLE HALF SECTION WITH EXIST. FLEXIBLE BASE PAVEMENT WITH ASPHALT TOP SPEC FIC -._.__._.. REFERENCE NCE STANDARD RAISED GRASS MEDIAN STRIPS 562 VIRGINIA DEPARTMENT TRANSf'atORTAi'ION 202.64 -CLI -,Inf M n m .+romre rvo o.<wre -An,<¢D 'e wwree 9 DDlo%mule, un lubv or Dash. c.c. / Brut bn tp n 1vnPe \ 0 1 r u �T J -0-.P, a ba Baa y f n d et IN"r �(M U„� a (t P rNee "�"" JT Fld uI.rns 5 0 1 �i e.'P nNI Hr APIP-, 1 d G.r L od h ^mbuckleT ty 1 Lr y (s) L �1A r{t4f IG �D � ,! SINGLE SWING GATE I -'J Aan ^tea y, Note I, " t. D s a l n io-n lc e ab o ,ynx.. B NOTIES SFt U ArJDI ONAL DETAILS -AF ND IINNSSTRII,- TI N 1 EJ,i,M a,l .� fra ktl .. CORNER BRACE- Tob h. h Ib �t Var ,OIZo.R o m .nf changer v r more i i -�'�2I 1 DOUBLE SWING GATE N" E,.0 J LINE 8RA E h 'en (., Nf USED WHGN[: Nf NC CL,,E S IM 4 RED/ e I i s t, IT' TOP "NGE PLUNGER iNAN $ i•- Ol�i 11F CATCH i e� ALTERNATE PAST WITH STRETCHES epi j c' U LATCH FORK AL GERCORNER, LINEhPOST BAR ATTACHMENT END, OR GATE POST M n,Darny6n wee^Bores ATTACHMENT �I9tT A) GATE to ATTACH NNINGE eUrt� P,OT�m HINGE -`py'� gd AUemore ,roar eev res pt«sip e¢ aam le,or x4rl: /��In Itswlg�es. onlY.SI d 9a, ti,y ALTERNSiE BRAG£ aee G-nrn NW mdaY be v red. ha Lrg neer DETAIL A ALTE-D, ANCNOR DEVICES STANDARD FENCE PECIFICAn°" F;EFE RENCE CHAIN LINK 2az `i62O4 VIRGINIA DEPARTMENT OF "TRANSPORTATION MS -2 RAISED GRASS MEDIAN STRIP -1 A �- CHAIN LINK FENCE WITH AMERISTAR FENCE COATING V % NOT TO SCALE I 5' Vrl �[ 1Y UI''rlT 1 � F �( M.1..9NIA -. Jigai' i'jf� ��1( rnytr J L a 1{ II 1, al IT all ✓ � NET, 3rn' [E d31C"i (YE E'. i f& S ICRAI.NT 1 s Pry C �reta - _.7 1 m 3 r I v I-' g 1 P d' 1 vlian 9 ,III I f DE IN L) I fZ KE S RMIT1 Dr NIID GI AI t. 1 a" E'., lr l I OLTS If 0 " ry u 5 BL IfA 'ZR rC ^f melon ,fi D, ., ', a a e '- , 1 alIiT 4Ii11R`ifl 1.FomlS,.jrJ�'�llriitlP'?i,P'ft;'T/plllI�, It I 1 Co,wei¢ "nP ed fou na, d before r a m nm'etb. I) > a C fn'r , 9 Poven et a I* 4 IIF �m iso SU6GE--SEED CONSTRUCTION METHOD ALTERNATE CONSTRUCTION METHOD IF �ii� I° n" le t7T1 n xal i 1 :nl of TOP SLAB IS POURED SEPARATELY TOP SLAB IS POURED SEPARATELYIT f n I rs RC .rN, , 9 b' BE ZIO �. 1 t s t nrw 1 rn S o -mJ a e,.ro,h, ,nn t^y mer. e rtlance ° 12',N N' f t { ba' to Pa /7 III, Al 2 R ALTERNATE WITH cop A" _ _ { -I - EXTRUDED CURB - y @ o 1 , G S ,Lr I 9mY{Ge'.It,�'Yi'NT+ r .Irt',p� /Al1 W'//,+fiDP�, ryR4'� j k bo if prow h beI¢re y , �ere,ete -- r;, ad. It areD d D'fi v I P C sling A ph Svtoua ) x I P d A hell -- -- ---- STANDARD SOLID CONCRETE RAISED MEDIAN STRIP kEF'E ENIIN VIRGINIA DEPARTMENT h0L 02.03 I TRANSPORTATION TATi()N Ell Irl Ili RAISED CONCRETE MEDIAN STRIIP - NOT TO SCALE t` WITE� PUUH iV PAMi A4l 4 YPCSEID III GI 11 IG 3 L,N DID- 11111 11p LIMIT EAKTiI-T 't NE:M ` F h `JATEpI RCl(IF "PIJ'r I dITUMA$I [C f f M'f1lDVp. !iR B(N 11 111111T4 211111 BE C'.I_ASa A ,) T gpp RDD ,I A. 'I,II i YU - W L` "All _ IN, 01 Ed[111 11N11"1 H ,. `il[rta) « .....InIrl,\SIIe URUGAF \ °n l U^ell SfilRBE.r1 f/ /11tN, l Nn1Si UItOHD n/a D B 1_ P /I EIINCREti FiF:rtCilprvJ E Y 'J9 Af:JNLFFTF REpC (IONI f1iM1 HI -[!GN, r- 4E"Jill ILUIE" BLECK -' P Et;illli'Er(SLH Y, r ' ^'T r,l iON St::tION HORIZONTAL BENDS UPPER VERTICAL f[ FS PLUGS UGS HORIZONTAL BENDS 90' 11 I/4 45' BENDS REACTIUN BLACKING WATER AND SANITARY SEWER FACILITIES +oa� t.trun 1EPaei' .. ... - xxAN. tarulN RB -1 TYPICAL_ THRUST BLOCK _ j NOT TO SCALE ----.. LMS -2 _ For defafis of Integral Curb --- -"- Vnrinble ---- Mariable-------. �e Siundord MC Ior CG -3 � (vr deimis ov mtegrai Curb I _ Sloo Ua I' Sip see S+nr darA MC -1 or CG -3 n �1 .'.. t -2" Top Soil- 2' Tap Prop. Gonc P e. ' I o Wh des qn speed g ler Prop C I, Pove - _......__ __...__ 411 ��. hon 40 MPH on Rurnl Ii gfrvxoys n and 45 TO iO develo ed Jrbo "9 (" _.._ PaY Liine P � _ ... ----------- x'� HA BASO SECTION ASY'tH'.p a HALF SECTION WITH PROP dSb bano aao arb I. ben <,ea ftl- PROP CONC. CONC. PAVEMENT sl a d ce 3 ---- -- ALT 7 -OP --- ----V iobte Varmbd { nr deinils ofIndependent Curb For details of Independent Curb V t Slope see Standard MC -I .,CG -3 see Stondord MC -I orGG-3 N J f FA -T. 2"TUR SOI 2 TpS it ' "' Prnp A ph P Prop. Cony, or Flexible P I'rb ('e„Ir acro -_ -- IN a i i f R to1{o q Prop Co-nr flex'bie Pnve e d -_-___ . _.... __ ^ c.._P In Cuts- Call tureartdlv reaamr I'll m,nerwl,o> ( :4 HALF SECTION WITH PROP C(ONC Q1a"d 111"" HALF SECTION WITH PROP CONC. OR mooctad OR FLEXIBLE Po9VEMENr ' ' ' s' ""'"' ' I lztrh augnly ..... -_._. ... FLEXIBLE E BASE WITH ASPHALT TOP ED, details of Independenl Curb Fee Stan{datrd'MC pendent Curb Said, Stondord MC-Ior CG -3 s Ior CG -3 V4 .1 Slope i q I' SIS iTop Soil" t 2 Tap So 1 _......_ RepT-- i--_ ._ _ I7 -..° Fx Prop 6 Ph Po es ni Exfsf. FI x bl Pave Pove. Wve. undernedan to be removed-) �.__----- -. Pave. antler treed an to be emoved HALF SECTION WITH EXISTING FLEXIBLE HALF SECTION WITH EXIST. FLEXIBLE BASE PAVEMENT WITH ASPHALT TOP SPEC FIC -._.__._.. REFERENCE NCE STANDARD RAISED GRASS MEDIAN STRIPS 562 VIRGINIA DEPARTMENT TRANSf'atORTAi'ION 202.64 -CLI -,Inf M n m .+romre rvo o.<wre -An,<¢D 'e wwree 9 DDlo%mule, un lubv or Dash. c.c. / Brut bn tp n 1vnPe \ 0 1 r u �T J -0-.P, a ba Baa y f n d et IN"r �(M U„� a (t P rNee "�"" JT Fld uI.rns 5 0 1 �i e.'P nNI Hr APIP-, 1 d G.r L od h ^mbuckleT ty 1 Lr y (s) L �1A r{t4f IG �D � ,! SINGLE SWING GATE I -'J Aan ^tea y, Note I, " t. D s a l n io-n lc e ab o ,ynx.. B NOTIES SFt U ArJDI ONAL DETAILS -AF ND IINNSSTRII,- TI N 1 EJ,i,M a,l .� fra ktl .. CORNER BRACE- Tob h. h Ib �t Var ,OIZo.R o m .nf changer v r more i i -�'�2I 1 DOUBLE SWING GATE N" E,.0 J LINE 8RA E h 'en (., Nf USED WHGN[: Nf NC CL,,E S IM 4 RED/ e I i s t, IT' TOP "NGE PLUNGER iNAN $ i•- Ol�i 11F CATCH i e� ALTERNATE PAST WITH STRETCHES epi j c' U LATCH FORK AL GERCORNER, LINEhPOST BAR ATTACHMENT END, OR GATE POST M n,Darny6n wee^Bores ATTACHMENT �I9tT A) GATE to ATTACH NNINGE eUrt� P,OT�m HINGE -`py'� gd AUemore ,roar eev res pt«sip e¢ aam le,or x4rl: /��In Itswlg�es. onlY.SI d 9a, ti,y ALTERNSiE BRAG£ aee G-nrn NW mdaY be v red. ha Lrg neer DETAIL A ALTE-D, ANCNOR DEVICES STANDARD FENCE PECIFICAn°" F;EFE RENCE CHAIN LINK 2az `i62O4 VIRGINIA DEPARTMENT OF "TRANSPORTATION MS -2 RAISED GRASS MEDIAN STRIP -1 A �- CHAIN LINK FENCE WITH AMERISTAR FENCE COATING V % NOT TO SCALE I 5' Vrl �[ 1Y UI''rlT 1 � F �( M.1..9NIA -. Jigai' i'jf� ��1( rnytr J L a 1{ II 1, al FH -1 FIRE HYDRANT 1 `��j+ NOT TO SCALE FIRE HYDRANT vruET JrA D111"'I", I, lemur 1111iaa 1. 1rrill III I, I aM I1" 1 l 11 ILL* / 11 (FAD 4IIn 105' Ls SFT [ PC ['tID YtIvE E. SEi -Ilii FD eft' 11 rE P, 111 LIi 4F ilJ NE FIRALIr.:L LN2 Ai' 1 J lG i Yt P II F I P h L n G [,Nt i i 3. 1-: C ID it Lep Elh 1 tot Rte CfiE IR P BY 'ill 11111IFF1 111,E HID t I t fT111 I l It O l 110E B 11 E III, rel TN M F h. OCL 1! U' fF 1 i Nl st_ a. sv a TEI tel r. NOT TO SCALE 1 i>I]N rCl ' ._ Frvrsv E)) NUT Nr; TYPO A C(1NCR 1 F lN. -- A 'IM M D AL t AiF N P A tl'I I AEF I.x N i t f1.UHG te" M1 r D I:Ni D ED VER VA VF O [RAYING �« 6 6S L ' S LONA R EL- Flf C 1- BY A 1IG �X E SONS M'ATF.R MFlIN3c1� C,§.i, Ai4R LNCR TYPE A` vu'.:nE �uIN'r NNLv t1 _nsI 1xrN vA vr_ ays (SCREW TYPE) y SN.`,HE i Cit j IB r Ln d itti IR(_fd VFl.✓t. .,(t„ .1 -DMH S/;...Gp 1 � f`✓T r,..Mi LR_iJ IJV@R VAL TING 1} L'rIGEP BORES FF I MADE ItY IlliTIL X -i FiJ.SYDN.S sn Ft,N I 1 kt /EN 1 1/q' b. a , d i' EPPOA TF 14 S'1TS kIT- i DVEI T, 2 Hr M MELHF JI Ai lIA! III 1 In LP ¢Ior ❑n.Lv TYPE S8 �... RBI P v (SLS!" TYPE) as A P sr .. c s [ wcn D111 1 11111 Ill A r+ 11IL SSS TYRE': 'C' VALVE BOX AND VALVE MANHOLE WATER AND SANITARY SEWER FACILITIES Inas ar r.ryUarA r.. e wEnT Nr 1 n PUPrr HOI VB -1 VALVE BOX NOT TOSCALE i zA= r � r �:ice r(r'l ry(,OrOt' NY rr r. c z.. PnJ ;1,E F-1 H h :15r. (71 ),J 131 C� Job No: 99-6D 'a, a: CSP! J, sono hEJ 5 Utt' }vnrs 2lo 200V 5cal¢ N rrh: �s Nr77�G> /T1 sheef:rFae: �✓ E>c neral C%'tail� .sheet No. 1%00 of 17 IT all ✓ � NET, 3rn' [E d31C"i (YE E'. i f& S ICRAI.NT ,III I f DE IN L) I fZ KE S RMIT1 Dr NIID GI AI t. 1 a" E'., lr l I OLTS If 0 " ry u 5 BL I i 1 41I J , -1-Yf E 2 RFSTFAINT FH -1 FIRE HYDRANT 1 `��j+ NOT TO SCALE FIRE HYDRANT vruET JrA D111"'I", I, lemur 1111iaa 1. 1rrill III I, I aM I1" 1 l 11 ILL* / 11 (FAD 4IIn 105' Ls SFT [ PC ['tID YtIvE E. SEi -Ilii FD eft' 11 rE P, 111 LIi 4F ilJ NE FIRALIr.:L LN2 Ai' 1 J lG i Yt P II F I P h L n G [,Nt i i 3. 1-: C ID it Lep Elh 1 tot Rte CfiE IR P BY 'ill 11111IFF1 111,E HID t I t fT111 I l It O l 110E B 11 E III, rel TN M F h. OCL 1! U' fF 1 i Nl st_ a. sv a TEI tel r. NOT TO SCALE 1 i>I]N rCl ' ._ Frvrsv E)) NUT Nr; TYPO A C(1NCR 1 F lN. -- A 'IM M D AL t AiF N P A tl'I I AEF I.x N i t f1.UHG te" M1 r D I:Ni D ED VER VA VF O [RAYING �« 6 6S L ' S LONA R EL- Flf C 1- BY A 1IG �X E SONS M'ATF.R MFlIN3c1� C,§.i, Ai4R LNCR TYPE A` vu'.:nE �uIN'r NNLv t1 _nsI 1xrN vA vr_ ays (SCREW TYPE) y SN.`,HE i Cit j IB r Ln d itti IR(_fd VFl.✓t. .,(t„ .1 -DMH S/;...Gp 1 � f`✓T r,..Mi LR_iJ IJV@R VAL TING 1} L'rIGEP BORES FF I MADE ItY IlliTIL X -i FiJ.SYDN.S sn Ft,N I 1 kt /EN 1 1/q' b. a , d i' EPPOA TF 14 S'1TS kIT- i DVEI T, 2 Hr M MELHF JI Ai lIA! III 1 In LP ¢Ior ❑n.Lv TYPE S8 �... RBI P v (SLS!" TYPE) as A P sr .. c s [ wcn D111 1 11111 Ill A r+ 11IL SSS TYRE': 'C' VALVE BOX AND VALVE MANHOLE WATER AND SANITARY SEWER FACILITIES Inas ar r.ryUarA r.. e wEnT Nr 1 n PUPrr HOI VB -1 VALVE BOX NOT TOSCALE i zA= r � r �:ice r(r'l ry(,OrOt' NY rr r. c z.. PnJ ;1,E F-1 H h :15r. (71 ),J 131 C� Job No: 99-6D 'a, a: CSP! J, sono hEJ 5 Utt' }vnrs 2lo 200V 5cal¢ N rrh: �s Nr77�G> /T1 sheef:rFae: �✓ E>c neral C%'tail� .sheet No. 1%00 of 17 KEYSTONE RE TANU4G WALL COMP()NENTS ECIf"ICdope, of $Ufar"argo, IN _F1IGFC1 sof C 11 S OtbaCPSCIIer Wail HrAOIt _-7 D":wCDO "0 Of 5 UTDI CoIN I' if) Lowllnq Pao .. ...... LIHOInage CoiiecIion Ope t,CpuirFdL, KEYSIFC)NE VVALLWITH SOIL RE1NF0I•0EI!v"IENT I. *Lnc4j?R "'Tad k (1u,"'hect stwwId m;florif hoilale,,kxuk,S, LAI Toriff! as H"L umd Szwi Hhn .O;N)e",Or pi, IoOlk n" Of( wrfgujd. REINFORCED SEGMENTED RETAINING WALL NOT TO SCALE NOTE, RACOMMS NUED ""OURT 8,_OPE, MIN h IP iT lN T (CJLNIONE0 OR NON- ONE) 1) 4 & 6� 22 1/2 0 ZOO 2.12 111(4 .1501 206 ED y ----- ----- AEPHkj COURSE ("o 0 �O SLCTA011 K ID$ TOCINIT CBS TT,, SE FITIS 0 0 COMPACT IAT 9,11LA .1)p O o Ix. n CUDGEL T 13m, 2 2.7", 3.2m�l IT UNIT SFAL,i RECTION 1-1 1.N I G GO IIA CTI -1:1 AIG"'Itr COURI LON 1TN_LM./I11,IW CLWn,E r LIQU2 1"PlifiII" AE,G�IAT� t T 2500 -.SA SORT � N, ACI: S GO T! �17_ 7T �,WPFACE r� QRS& nR COMPACTED 151HALT , 0 - 0 1 ) D, UYISE NIS FIG. W-5 Q1 N Q)O RASP, GC 0 PsE FM HIM- I iw, C .-IT, 1 11 ITCRAD 411-1 ar if E ..... .. .... ASrHATU COUP! fQR FIRLE.-OC/TrAW CLIMA:`V. 1'(PICAL ASPHALr COURT SECTIONS GOT TO :V_ALC SRRAVGOA.35 ?LRNCOjj)NTAIXfGVB DINOY ANIS URCC&fSA NrCEPTU'NO RESPONSIBMITY POR'OWR USE. BIM1I.IEY3 dd.09 AT OW TENNIS COURT SECTION (21 OTTOECALE �,TETNTCl GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL SAGIFILI D IN MIN MIN, W 6" BEDDING j68 STONE • STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL STONES TO INSURE THE APE DOESN'T REST ON ROCK A THENCOMPACT THE SOL OR PROVIDE A 4' BEDDING QF #68 STONE. FOUNDATION IN POIDa SOIL UNDER -CUT' CONDITION VNIIIAL BACKFILL r UNSTABLE - ll MN MN MIN. #65 STONE 68 STONE I -S-T L L Of STABLE SOILOR ROCK NOME ; I NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES 2NO ROCKS LARGER THAN r" IN ANY DIMENSION SHALL BE ALLOWED ABOVETHE INITIAL BACKFILL. 3 THE INITIAL 9ACKFRtL SHALL BE PLACED ,AND COMPACTED IN 6' 4. NO ORGANIC OR FROZEN MATERIAL OR _0EETRIS SHALL BE ALLOWED IN THE TRENCH. 5, BELL HOLES SHALL BE -NUC OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING Flo, W-2 I'm, if, No olaaxl I'a of71F ---------- ---- -aSli ---- — ------- gg cdOr filio if Y,Ff HoLvR"' "LA of GcNal tfw IO'sl,x wif, 6Njo,,JVV, 1�k I irslj, hQ&!1I1SIYO Wail ctgL",irTI TV ACTIblToe 2, I,,AIT", OL'I, vcw po"LlcU, IT femceposts"'m E, KnCoUe- Ow mCUO,.,B,d for vl,� relaming SAU Anfwuug"' I, fmcc pD, n " Ol jl'AU IN (Pi,tUT D".) lcsr 'j s, IIkn wn!L od iN 1, If Ps! i { i i I S W f� rt ,,.�TUL'3L6,nf, Ih, e srt, G,4,l) UT po I mkim" �vpc, m'Ly ), L'iLd, "'U INU, Pu , mGfNT,fLIo,td ALL f,ioocm, All !qmro A,)"L 'U,Yl ,feevAmy b,uied 2s Lm GpIR,12 I;2(al 1.: Ie fmtt, vITL 'N 41txv Fow, i,, IIT fNU vuR Nd l'OO need, lobe c"! kST a propEr III: 3.t u'll, DoCed ixvmIt cxn,ZTme ilnz Nly Fla,fal1xid OG Im"n", stLivia'd L'ImIL" on rvA, P)I'Aw'I G OS,,C Cf! it fw wilmll-K ,Uj� 1p 51 c,,, inn"'; ln"Im" L'Ifl, NDA "Cl! hy no"I'LlC,i tEon N;�Ilioa, fcr xrb' rnL if L" 'HIi i'E'AUC!III, 7:)U"1 I) 5 lOy b", law� b, ,U!mg vikl m IIIV Gv,,�,id C'ek, I, ULt"I'A" pe'. iNt CT In, "'t "'L, ilc go)"Adi nnwNr"Ue,-Lfn-, m POST F11118SIA fPPOU( HI VOIDS OF NT COR RECORD P01,11 AND INR UNIT DOO CREATSs A MONOLITHIC ANCHOR S'CULIS 45 '0115, r SODTION IT � I DIN c Ifl;l SEE f I EPAR POST Po5n7N. OPTIONAL T175,Ulit DR, KIER (;CYUO1FH, 111, I_q C K_F EVE TL L ARDIA40 FES` All 11 IK)N1Sf49FPK GPOU", COMPUEII VOOT'i ALI �AR$AIHENI �q "k, nw "'GI, NGI E MaXOTP, post FRORT POS -11 POSITION ... . . ..... 9 REINFORCED SEGMENTED RETAINING. WALL RAILING NOTC , L, NOT 1-0 SCALE S �A I. JAN ARFA AWAY FROM CcIuRl 91 i% Hill. DIMEN,',ION PNE K_ IZ` HUGE FABOO INhrr09 NPL QR if\-- ---- - 1-FNINIS LION MIS LDN, Off,Mr Filff"ONC I UPON, Gilt cc -1lin W. F� _Fr A COMPA0, 1 CRIPTHO ET4M' W 5, . (LfREF SET pOST N sL_LEv\L GO -B �,E C-1 OLD, IQ:� DIA �DR 2 /0" FORT 2 DD, POR 3" POST SECTION EXTENDED APRON AT ASPHALT COURT EDGE NOT TO SCRE .. . 'Z'I-- ' DRAWMCOR ARELLUSTRARTE ONLYOND ST"rBA ACCEPTS NO EDF&PONICEOTy FOR'THEIR uEB. ] (20TENNIS COURT SECTION 1 � NOT TO SCALE RLAU, OFRN LEST CONNECTION Iff, MINI.:- A IAN. AR11 A' 11 LPV1 W1 1121' M� TE. SHA. BE W 1 .1 _1 PROS, SR A� tAc OPUCS OR Y EQUAL -1 C IAI III ` M Ex ION --j MR. NOTES: I M NIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED BE MASONARY BLOCK SHALL BE 8,. 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PRO A ING COMPOUND 3. PROVIDE A FLOOR DRAIN WITH A 2' DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PU MR IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP TYPICAL METER _Y �-T 3" METER1 NIS FIC. W-70 I xi,.,von;� 1 1144 ,-1 x;I, . I,i4'A00 - , wT I HAVE A fAIMMUNI I A iT COATED'STEEL POST. -7 OT6crf DEP11H 4 & 6� 22 1/2 0 ZOO 2.12 111(4 .1501 206 ED y ----- ----- Suck, "A DI -------- —ADJUSTABLE VALVE BOX W/ LID INGHAM & TAIOR FG. NO. 4906 K ID$ TOCINIT CBS TT,, SE FITIS I IS IF US HAIGHT OF NE CONCRETAAROUND x D,aT T 13m, 2 2.7", 3.2m�l IT UNIT SFAL,i RECTION 1-1 M, CAT' VALVE USE 2500A S' CONCRETE. NO OONCREOE SHALL BE POURED ON ANY PART OF THE JOINT. TOP 00SULING ENGINEER SHALL BE RESPONSIBLE TO ME VERIFY THE TYPE & SIZE OF -,TF, IF r OP'TON 2500 -.SA AROUND VINYL, COKI ED I r stuiEvE PoF uTER P'ACE"INENT NOTE IN REMOTE F,(GAI I,- sIEELFOETI OF ATE ELL - ENM FAHOos T RIJ. I v"'Tpori, NON SHRINY CDOIJ r, S FRAIGHTSIDELI CAP UNIT NIS FIG. W-5 Z, ---------- - - ..... .. .... ,tiR3l "LL OPTION, GALVANIZED 9TEE. "I , V'SIC vqOH Nt) SHRINK GROUL _0 IT CONURI'7 AROUNf„ POST i GAUANVED OR VINYL I ANGiLESIDEDGAP" , COATED'STEEL POST. -7 PLACE. E'* WITNESS � IGIT PAINTED 4 & 6� 22 1/2 0 ZOO 2.12 111(4 .1501 206 ED y T Suck, "A DI -------- —ADJUSTABLE VALVE BOX W/ LID INGHAM & TAIOR FG. NO. 4906 K (SCREW TYPE) OR ICVED EOJAL I IS IF US HAIGHT 1, i`XLRET,. AROUND FOR 0 cul "I A PCOU il�INT� (19, REINFORCED SEGMENTED RETAINING WALL RAILING NOT TO SCALE NOTE UCIRANI MOST BE KENNEDY GUARDIAN IK -81,9 EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) OLE RREADS WHICH IS Z 1�, OR APPROVED EQUAL THLOCAL STANDARD. ' MIN �EIGIN Of BRANCH VARIED 6 I—— 1�4— 2.' TO 10 —1 8" x 6' TEC 2500 P,S L CONCRE TE� BASE A 'RUST C L BLOCK AlrN�ST A, G UNCISDOPIRS) STABLE SOIL. STEEL PILE L��MREAO D RODS TO WHEN INE / M ,So, S olsy-, 3/A A HYDRAW IS LOCATED IN A ALL� ANCHOR RODS IN ALL INSTALLATIONS. SHALL BE GALVANIZED THE VALI,S TO THE HYDRANT WSH 2-3/4" OR ASPHALT COATED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY. A SGEL PILE SHALL BE USED AS ADCOIGNAL SUPPORT NOTE : I. SURROUND' WEEP HOLES IMM GRAVEL AND KEEP FREE OF CONCRETE. 21 MAIN FAIN A 3' MIN, COVER FROM THE MAIN TO ME PRE HYDRANT INCLUDING DITCHES ) 3 FINISHED GRACE SHALL SLOPE AWAY FROM ME ARE HYDRANT A140 VALVE 50X:. I THE CA IS VALVE IS ALLOWEDIN SHOULDER OR BEHIND ME DITCH, IT IS NOT ALLOWED IN THE DITCH. I IC AL AL IFIRE HYDRANT ASSEMBLY DETAIL FIG, Z'\ 'FOR VOL TEE AND PLUGS VOL. CLf.YR (FEET) cu"D ALL BENDS PLACE. E'* WITNESS � IGIT PAINTED 4 & 6� 22 1/2 0 ZOO 2.12 111(4 .1501 206 ED IGALV, BLOC TO NDICAE VALVE LOCA .ON AS IOIN MINI KAFFIR 1-11AF01 M"Y BE 111,11T TO HIGHWAY DEPARTMENT APPROVAL. FINISHED, GRADE DI -------- —ADJUSTABLE VALVE BOX W/ LID INGHAM & TAIOR FG. NO. 4906 K (SCREW TYPE) OR ICVED EOJAL I IS GEE 10 ' & 12�� l.;l 296 ill 3 j� 288 '-E�' 183 AOO 2_83 13.52 0. T 0.18 RECTION 1-1 M, CAT' VALVE USE 2500A S' CONCRETE. NO OONCREOE SHALL BE POURED ON ANY PART OF THE JOINT. TOP 00SULING ENGINEER SHALL BE RESPONSIBLE TO ME VERIFY THE TYPE & SIZE OF -,TF, LINE r FIG.W-3 2500 -.SA CONCRETE 2'. 2' BEARING AREA. TIRIST BLOCK 4 en L NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND Six (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NIS FIG. W-5 NOTE UCIRANI MOST BE KENNEDY GUARDIAN IK -81,9 EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) OLE RREADS WHICH IS Z 1�, OR APPROVED EQUAL THLOCAL STANDARD. ' MIN �EIGIN Of BRANCH VARIED 6 I—— 1�4— 2.' TO 10 —1 8" x 6' TEC 2500 P,S L CONCRE TE� BASE A 'RUST C L BLOCK AlrN�ST A, G UNCISDOPIRS) STABLE SOIL. STEEL PILE L��MREAO D RODS TO WHEN INE / M ,So, S olsy-, 3/A A HYDRAW IS LOCATED IN A ALL� ANCHOR RODS IN ALL INSTALLATIONS. SHALL BE GALVANIZED THE VALI,S TO THE HYDRANT WSH 2-3/4" OR ASPHALT COATED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY. A SGEL PILE SHALL BE USED AS ADCOIGNAL SUPPORT NOTE : I. SURROUND' WEEP HOLES IMM GRAVEL AND KEEP FREE OF CONCRETE. 21 MAIN FAIN A 3' MIN, COVER FROM THE MAIN TO ME PRE HYDRANT INCLUDING DITCHES ) 3 FINISHED GRACE SHALL SLOPE AWAY FROM ME ARE HYDRANT A140 VALVE 50X:. I THE CA IS VALVE IS ALLOWEDIN SHOULDER OR BEHIND ME DITCH, IT IS NOT ALLOWED IN THE DITCH. I IC AL AL IFIRE HYDRANT ASSEMBLY DETAIL FIG, Z'\ 'FOR VOL TEE AND PLUGS VOL. CLf.YR (FEET) cu"D ALL BENDS 0D4 0,15 4 & 6� 22 1/2 0 ZOO 2.12 111(4 .1501 206 ED ---- IOIN MINI ASCAl—, DI -------- AC v - COMMMAI m or 'R"E''GUIREIF D '22 11 2.1616 Y9 67 0.13 G .3 9,12 4 RG 3 6' 3`2 GEE 10 ' & 12�� l.;l 296 ill 3 j� 288 '-E�' 183 AOO 2_83 13.52 0. T 0.18 RECTION 1-1 SIZE, DEAD ENDS AND AT VALVES. H ECTION 2-2 i ZIF DIRGE SEND DIMENSIONS 1 1 (FEET) VOL TEE AND PLUGS VOL. CLf.YR (FEET) cu"D BEND L 90 2,50 ISO 3.01 45 2-00 2.25 2.60 0D4 0,15 4 & 6� 22 1/2 0 ZOO 2.12 111(4 .1501 206 ED 1 2.10 2-25 21.50 0.16 G Gj�l 40 66 3.16 3 2.56 2.56 ; ,]21, 1/2 : '2B s 3-16 2.91 266 DID '22 11 2.1616 Y9 67 0.13 G .3 9,12 4 RG 3 6' 3`2 GEE 10 ' & 12�� l.;l 296 ill 3 j� 288 '-E�' 183 AOO 2_83 13.52 0. ill 1/4 1 1,83 2.33 12.84 0.18 THRUST OL CNS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. USE 2500A S' CONCRETE. NO OONCREOE SHALL BE POURED ON ANY PART OF THE JOINT. TOP 00SULING ENGINEER SHALL BE RESPONSIBLE TO ME VERIFY THE TYPE & SIZE OF ALL THRUST SLOOKS. -CONCRETE THRUST BLOCKS r FIG.W-3 TYPICAL GATE VALVE TYPICAL FIRE HYDRANT ASSEMBLY CONCRETE THRUST BLOCKS FIRE HYDRANT �.T TO SISAL, E TYPICAL E 22 T TO . L E (*23 - TO NOT TO SCAL NOT TOS,,L� (24 D 6" MINIMUM -1 4' Mll�UM I A 4' MINIMUM ,N, vi - 3' M, I— 2eel Steel W12 X 14 {m n, 0,1) E` ,,m ,t. ff curbed 45" jI , , p4 'Quad b. 0 1 SV,G,,A.th.'Hy TYPICAL THRUST BLOCK IN FILt.AREA NIS W3--© PIPE INSTALLATION AND BEDDING TYPICAL METER VALVE (3") THRUST BLOCK (IN FILL) RETAINING WALL (SERVICE COURT) NOT TO SCALE NOT TO SCALE 27 208 2 &5,' 1 & NOT TO SCALE NOT TO SCALE 0 (1) LAYEIC, OA25 INI THERMOFLAEPCTAPE ASNHALT (3) LAYERS 0.125 mlf THERMORA5TIC TAKE z I III RUMBLE STRIPS NOT TO SCALE 4000 IVA �Dw E N1,2, 1- 14 t. V`15 Z_ -Di -A GOAALI, gyCONCRETE PAVING DETAIL (LOADING DOCK) NOT TOSCALE 2 NOT(SEE VDOT DETAIL PR,2 FOR JOINT CONSTRUCTION) :Ac�� lk 1- mc 0-/ COYCOSKrA)VY Lr NY s 0 0 it cc F-1 0 0 D"' July 2Y, 200!,1 E1,� A5 N07po HRRs NIR.: 17 17 -&T GRAM - 0,4 �EAFA00 Am", PC OS�� FACE, I vmT. . P -O' CDC;, FMMZef r I __r90,Win 1 0 NoTt 4 LAP 0 lop 91,�S,LASO__ SEE m<7 e 00T TO, :r -a 0,0, 110P 190T �z T 7 cLrj 11 if 7`7 rl SECTION V.ALrWop, 5/ 31W - 110' A. WK%M omm AIL MORRISON, ENGINEERS W�H WOAD S Y2 2lq RA•U, -T. OARxl,. 'w, ("Xins -2.., NAT jQjQQI__ S_QQWN PROJECT: PROJECT No. 20037 __ CLIENT: BONE �TS _Aftgb DATE: _", q1 PIPE INSTALLATION AND BEDDING TYPICAL METER VALVE (3") THRUST BLOCK (IN FILL) RETAINING WALL (SERVICE COURT) NOT TO SCALE NOT TO SCALE 27 208 2 &5,' 1 & NOT TO SCALE NOT TO SCALE 0 (1) LAYEIC, OA25 INI THERMOFLAEPCTAPE ASNHALT (3) LAYERS 0.125 mlf THERMORA5TIC TAKE z I III RUMBLE STRIPS NOT TO SCALE 4000 IVA �Dw E N1,2, 1- 14 t. V`15 Z_ -Di -A GOAALI, gyCONCRETE PAVING DETAIL (LOADING DOCK) NOT TOSCALE 2 NOT(SEE VDOT DETAIL PR,2 FOR JOINT CONSTRUCTION) :Ac�� lk 1- mc 0-/ COYCOSKrA)VY Lr NY s 0 0 it cc F-1 0 0 D"' July 2Y, 200!,1 E1,� A5 N07po HRRs NIR.: 17 17