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HomeMy WebLinkAboutSDP200800045 Plan - Other (not approved)1 tt I V D I Ca tv 1 i iv to L t I I I O O oy Oy p.y O)y 1'I' CD I I O 1 l I I r I 1 N 1 I 48 - - -N '21 - ''E 1 0 I rrn Imo r ----- ---- m'.N 48'21'43 "_167.85'New 10'DEP C,,o o a o wt~wt WO w° p C.,*) (Z c„o U, Q)CAD Q)C.-D Cn W v' C/ CO C/] CO L/? or C/D U,A h y m IN to I 1.1 I I o r'w t—c o r-w 'car'ca w t-•W w t W OO O CIO C,OO 00 O WO O WO WO 2y Oy 3Oy Oy y Cny Oy O y Oy O-3 iVy cc OD CO an ccC/I CO Cb 1,000CrWZv O y 0 tzj NQ S 48'21'41 ° W 194:13' New-Variable - -- - -- - - - - - -- --Width PDE S 51'13' - - - - - --27 "W N .48'21'41 "E .60.00 N 48'21 X41 "E "93.6.3 N' 51'13 27 E . Z; Abington Drive 24.54' I CA CA 56' Private Street RIW ' - =N _51'13'27 "E - I c, 1, 0I61 , 0cC. i r rn tD I 16. tt I CO D I Ca tv ZvN tv iv to L I I O O oy Oy p.y O)y 1'I' O 1 l I I N r - D76 ,48 - - -N '21 - ''E 1 0 I rrn New 10' DEP N 1 m° c.,'wo Co°C,,o 00 . wN o o wt~wt WO w° p 313.25 Ni I. --------------------- ----- - -- - - -- - -- -- --------------------- ------- New 20' PDE .'S . 8'21'41 "W 174.85, p i c,+ C: ti cn 1 CO D I C, y O y O y O 313.25 Ni I. --------------------- ----- - -- - - -- - -- -- --------------------- ------- New 20' PDE .'S . 8'21'41 "W 174.85, p i c,+ C: ti cn 1 D I I rrn 1 m° c.,'wo Co°C,,o C,n wN o o wt~wt w° p C.,*) (Z c„o U, Q)CAD Q)C.-D Cn W C/]C/ CO C/] CO L/? or C/D U,A m IN to I 1.1 I I 1CD --T -- CN CT Lockwood Drive 58' Public R/W t 6 Wm 1 ABM, W11 y I is p££' l 0 oil I ry i ri I 0 III n J _ 5 +00 6 +00 8 +00 9 +00 15 560 _ 15" RC O 2. 10X. 1. 3f 560 i 555' I I I 555IA 0 +00 1+ 00 STORM SEWER PROFILE ST 27 - >28 S10 / 1 " =50' Horz, 1 " =10' Vert 7 +00 565 n J t N III II O7N m L M tnQj LA n N 0) C C C N h•- _ -- h- > > VfVf If 00 C) cc r` cc s++ l I tt o N CO M L j 1 u ,n L. c c I C9 New Grade I- N F o i o p if it + to II IT 570 o-- N II If o c 2 I Q o •= co rn I r 11 11 8- s cif 11 11 t- CCC cn cn I--_ c c RGP St> b cn 1 2 0 1 o; A .- : -: Existing 1-- ° C o > n. cnl c c c I--I I i v n"' Grode v cn - mac tncnl --5 565 i ce ' - 24" uQpc O 1. fri to a MOPE O 2. 0% 8; rgon 565 30' Nt 4 A, 5! I I I I - _ _ _ _ I I Contractor to verify 5y. I I to • be Provided in.. l r 1 STORM SEWER PROFILE ST 22 - >22B compaction under 560 to Provided in I in all fill areas. Typ. this Structure 545 or E San HOPE A 2. 2% 545 555 Contractor to verify 95X N G am actlon under pipes j in a ll All areas (Typ.)t i 550 5 +00 6 +00 8 +00 9 +00 15 560 _ 15" RC O 2. 10X. 1. 3f 560 i 555' I I I 555IA 0 +00 1+ 00 STORM SEWER PROFILE ST 27 - >28 S10 / 1 " =50' Horz, 1 " =10' Vert 7 +00 565 I 570c ,565 a° o 1 21 1 585 If 00 C) cc r` cc NII II c c_ N11 118 560 580 C9 New Grade I- N F o i o n n c +, U 560 r- 11 p , n I1t IT I 560 11 112" 575 N II If o c 2 jj I I Q o •= co rn I r 11 11 8- s cif 11 11 t- CCC cn cn I--_a RGP St> b cn 1 2 0 1 o; A .- : -: Existing 1-- ° C o > z 24 _. 555 HIDE v n"' Grode v cn - mac tncnl --5 555 I N to 8; rgon 565 550 Sri II p c t-- 3 ° $ > > 'I I to • be Provided in.. 550 560 0 +00 1 +00 l r 1 STORM SEWER PROFILE ST 22 - >22B 1545 or E HOPE A 2. 2% 545 11 N G 540:W 540 HOPE C 1. 076 H ©PE 01. 0% 8' San . 535..535 0 +00 1 +00 6 STORM SEWER P_ RO_FRE ST 15 —>18 S10 1 " =50' Harz, 1 " =10' Vert 590 J N 1590 St0 ) 1 " =50' Harz, 1 " =10' Vert 2 +00 575 0 ^ ............. cv I L .............. gym 555 ............, v,M a J 555 570 I 570 585 a° o 1 21 1 585 If 00 C) cc r` cc NII II c c_ N11 118 n 580 C9 New Grade I- N F o i o 1 580 56 56 6 r- 11 p , n I1t IT I 560 11 112" 575 N II If o c 2 5551575 t- CCCcncnI--_ a RGP St> b l -8" 'AL570._ z 24 _.1 570 HIDE 5 4 5 I 565 8; rgon 565 r ap Inlet - Protec #Ion 560 to • be Provided in..560 0 +00 1 +00 l r 1 STORM SEWER PROFILE ST 22 - >22B St0 ) 1 " =50' Harz, 1 " =10' Vert 2 +00 575 0 ^ ............. cv I L .............. gym 555 ............, v,M a J 555 570 I I 570 565 V — If 00 C) cc 565onO 11 N . to IFo + A 56 566 F- i[ S IC] p if 11 It • _° `n ,I 560 11 112" oa 3 cnf ° -co. _ 55 V) ic -5 555 555 550 I 8" SM l -8" 'AL 550 y I - t '- 8' 15 HIDE A 1. 0 °X 5 4 5 I 545 555 si 0 +00 r STORM SEWER PROFILE S 9 - > 9A S10 1" =50' Hors, 1 " =10' Vert 0 E -- 4 0 z GCa F:? o VCMF. UL ft no 3/ 3/2= 1 OF 2 a VA 0 r J Q F v xi r i 8 RETAINING WALL DETAIL GPLPM 9CMM T T f ? T T c. we err -sue TOP OF WALL 90' CORNER RETAINING WALL TO BE DESIGNED BY OTHERS. RETAINING WALL ELEVATION N. T.S. 576. 2 575. 9 w Z w cn Z G4 MCM& F. wee u<ML im 3 i U Aanw 1 2 OF 2 W xxc1 iDYDR.[ XiD:r U}FCiCf 6 -T K of 1 E M'A-dP1 utKR DwD'lD. -- •:r - MtaV2: /ti IEi;uf T s.E1Xp Ws ti RD tSkMM AXWDItC ANYIKR Wi- H57M 53 F=1 CR G+EN•.A MTr cEMD :Hli DI WME) W A`- "100 AED 8• Y 41V- Ar- 5MTKt D E .LUtFACIl1EA Hf S'.Aa VM&s ^_ 2'W V IDMW -W It A :R FCP, Jjc S 4 YD11fR" UDC: 1' FA, F.SsDZ 6: V' .14`4 Mu- n ANCHOR DIAMOND TYPICAL SECTION 1 JNOT TO SCALE I ts X Sr. Ir i>I B EVELED UVIT STP_AIONT JNIT r I I 5T'_ F UNIT CAP UNIT AKCHDR 01AM0N0 D j SOMETRIC SLOCK VIEWS 1 1 : W OT "O S GALE] ABINGTON PLACE ALBEMARLE CO., VIRGINIA PETAINING 1ALL ACJ :CENT TO LOT DE SAILS tKSK C1— CO14SU LTANTS i' 1039 _,4:= P. IDGE PAP, I QJ TE ASHLAND, VA xx is Fjo- 1' o tELSFcp.x R WE40q 44 JECrED R_MD11mw U.SWum y',c '_CYIr RE SKCim Eun:e varv.t P.CIF.IZaE]. D R: Cr R ANCHOR DIAMOND 2 ',913- DEGREE INSIDE CORNER W !RID 1 /INCTTG 5GALEI lzX1 ANHOR DIAMDNDPHA5EPREPARATION 1 iN OT TO BCA - E? I VCT T:) `C— vc In Mkttvs No. 1 335 =3 E9: V 3Y: aaae: w: Pr_ jxd .Nc. ? '46) Mr F.= Narre; 4, 011437N PLACE 'FALL WE St OF 3