Loading...
HomeMy WebLinkAboutSUB199900257 Plan - As-built 2018-07-25STANI STs Sii t ASBUILT EDGE OF STONE DESIGN PAVEMENT DITCH NOTES: 1. WESTVIEW PLAT RECORDED IN D.S. 1906-267 THRU 272. 2. WESTVIEW LOTS ARE SUBJECT TO RESTRICTIONS, COVENANTS, AND iCONDITIONS RECORDED IN D.B. 1906-258 THRU 266, IP RAP DITCH DESIGN TYPICAL SECTION BUFFALO HILLS ROAD 25' 25' _ 4 j SEE PLAN FOR ASBUILT SURFACE WIDTHS 6 DITCH LOCATIONS �p `a 1 BAS TYPE 1 N0. 21A SURFACE : CLASS R BLOTTED] 'SEAL P N BASO; : S" D PTH TYPE 1 NO. 21A SURFACE : 2" SM -2A W/ PRIME COAT O BASE : 7 1/2" DEPT YPE I NO. 21A SURFACE : 2" SM -2A W/ PRIME COAT OVER DESIGN SPEED = 20 MPH VICINITY MAP CLAYMONT BUFFALO HILLS ROAD 6014 WESTVIEW 664 _ 664 664 QUINTFIELD 663 CHESTNUT 665 664 GROVE 1 SCALE : I" = 2000' 1 BRIAN S. 'Y Lic. No. 002281 ASBUILT PLAN G PROFILE OF PUBLIC ROAD TO SERVE WESTVIEW LOCATED ON STATE ROUTE 604 RIVANNA DISTRICT. ALBEMARLE COUNTY, VIRGINIA SCALE 1" = 50' HORIZ , DATE JUNE 2s 2001 I" = 10' VERT. REVISED : MAY 7, 2004 REVISED: FEB. 2, 2005 REVISED: JULY 25, 2018 FOR CEVA CONTRACTORS, INC. ROGER W. RAY & ASSOC-INC. 663 BERKMAR COURT CHARLOTTESVILLE, VIRGINIA 22901 LAND SURVEYORS LAND PLANNERS 434-293-3195 iu-tl u I S'ruv �c = �v i.� f vv c«r �uv 1 r -F u iu-vuv -1 r -ruu sca-F ca, -vu cv-rvv G 4 v�, �� , vv SiHLL I 1 UI- : 116940 70 720 tLf- 7W 700 111 1 _ ____..__..._ _�_�� �. -- — awqO L J .�_—._._........._. _ .......... ._,..__._ �/y{ 690 _ ti 680 680 __... E 1 J _-- ` -- F----_ e T 670 670 1-4 —DIN LLL- r Nim -I ILJJ 660, Lo 660 cn 03 tj 650 i 680 640 U T- _ _. _ __ __ - - 640LJ __ _ _ _ �_ - CL w A.0cu- wn iu-tl u I S'ruv �c = �v i.� f vv c«r �uv 1 r -F u iu-vuv -1 r -ruu sca-F ca, -vu cv-rvv G 4 v�, �� , vv SiHLL I 1 UI- : 116940 20' PERMANENT DRAINAGE ESMT. ALONG SWALE (D B. THRU 272)267 u N40 -00, 0 � 579.99 1d f 7 24" CM PIPE (2 D t=S -2 (2) EC- SS 1 INV=624, 1.00' x 24" CM PIPE (2) STD ES -2 (2) EC -1 CLASS 1 INV -624.4 7 e.. w PERMANENT DRAINAGE ESMT. (D.B, 1906-267 THRU 272) LOT 3 INV= 1 ! 620.5 RIP RAP DITCH cn--« cu rn co LOT 17 50' RI/W (D . B . 1906-267 THRU 272 PLAT) I LOT 5 1 20' PERMANENT DRAINAGE ESMT. ALONG SWALE (D.B3 1906-267 ASBUILT THRU 272) EDGE OF I CROSSDRAIN PAVEMENT I 20' PERMANENT MITE•€ EW -12 LOT 4 DRAINAGE ESMT. ALONG SWALE.-. (D . B . 1906-267 THRU 272) r r I RIP RAP I DITCH RURAL. PRESERVATION LOT 6 I TRACT I N48°00'00"W 480.74 gn R= 250.00 ,� '` INV= ! L= 152.72( �.- ----- i -- •_ _ _ .. -- w .. _ _ 1 C= 150.35 \ ' 606.4 (� T= 78.82 \�a'f f l 1 f ✓✓l cv cuLo 11 !� cu 1 f w 5°p0 f C °' --- DELTA=27 °00 '00" DESIGN CENTERLINE 80' x 24" CM PIPE (2) STD ES -2 (2) EC -1 CLASS 1 INV=610. 6 40 21" CM PIPE, (2 TO ES --2 (2) EC-- LASS 1 INV=60 LOT 16 R= 250.00 L= 1,17.81 C= 116.72 T= 60,02 4 I � ! f I \ r- 1 m LOT 15 ( PERMANENT f DRAINAGE J "� ESMT igO6-267 Q`� THRU 272) f DELTA =31 °20 ' 00 " R= 213.93 ( L= 116,99 C= 1.15.54 T= 60.00 LOT 14 SCALE : I" = 50' NOR I Z . DATE : JUNE 2, 2001 i" =10' VERT. REVISED MAY 7, 2004 REVISED ; FEB. 2, 2005 REVISED : JULY 25, 2015 ROGER W. RAY & ASSOC.,INC. 663 BERKMAR COURT CHARLOTTESVILLE, VIRGINIA 22901 LAND SURVEYORS LANID PLANNERS 434-293x-3195 S650 An Vt 644 _ -- - 640 -____.._. --------- >w 630 cq 40- -_ �� _-. 630 cn W_ M 620 ko- _ _ ____ �\ 620 - - -- _-___j_-- 6 i 0 cm - Aj. - -- Q C3 — -- _v 604 _-_ 44 v �- - - 600 __ _ __ �, - T _ _,_....._... ..._ _...... ___, . __...._.- 594 f { 590 Y __ ___ 17 580 — �i 570 574 _ -- �... - al Aita__ cc (0(0 _ __—_ __..... —__may_ m___ cy wl =_4 :-A- ­ -,Vt_ V4 # UJ _._ t�6 4�D __-_ _Lbs _ Cu LLIa — 19+00 20+00 2'L+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+04 33+00 SHEET 2 OF 3 11.5940 LOT 7 RURAL I PRESERVATION LOT 8 TRACT ASBUTLT a EDGE OF t PAVEMENT 2PERMANENT LOT 9 20' PERMANENT DRAINAGE ESMT. t f �- _ ALONG STALE 1 f DRAINAGE ESMT, �-�" r . (D.B. 1906-267 / r ALONG SWALE tiQ THRU 272) DELTA=41 °20 ' 00 " 1 t (D . B . 1906-267 RW 200.48 j THRU 272)RTP RAP L= 144.63 ( �'t ti INV- DITCH 68 21 " CM PIPE C= 141.51 !/ RTP RAP .� �� ��.� ��' '' -W t / f (2 TD ES -2 T= 75.62`iTTCH (2) EC _ LASS 1 PERMANENT / -�'� `'- �i t �`� 41 ��� . _ 560.5 t ( l 1 f INV== DRAINAGE -' �0 / �� Cid _ " t t CROSSCIRAIN E� TA=47 300.00 ESMT . ✓ 0 TNV= "� 1 /� ,.> Wy �. WITH EW -12 L= 248.67 �r 60' x 21" CM PIPE �' 1 ./� L� v 4 4 rr� 1 fit© (2) STD ES 2 (D. B. 1906-267 s0 � � �� / , g 0,T C= 241.61 � THRU 272) fl �a 578.17 `� .-� \i� /rr�' �` �� q a l /� T= 131.98 ,� / LOT 10 (2) EC -1 CLASS 1 / TNV=575.15 fl �` � �'��0 !qQ \A to ti fa f IP RAP x� 1� QQ' Q DELTA=46 °00' 00" Q DESIGN -'� DITCH �, 0 �l ��ao R- 250.00CENTERLINE 50' R/W L- 200.71 f 4 m o 3C= 195.37 m to ODTHRU 272PLAT)T= 106.12 80' x 21" CM PIPE PERMANENT (2) STD ES -2 (2) EC -1 CLASS 1 ---_ A6 `" 5 "�- A. LOT 13 TNV-564.5 d DRAINAGE / ESMT . INV= / 66 18" CM PIPE {D. B. 1906-267 f 1 (2 TD ES -2 THRU 272) f �J 60' x 21" CM PIPE {2) EC- LASS 1 f 578.09 (2) STD ES -2 TNV=5 1 (2) NV 579 , 4 CLASS 1 LOT 12 � 2� 4N 21" CM PIPE 1 ( TD ES -2 (2) EC--• LASS 1 INV -S LOT 11 LOT 14 t SCALE : 149 - 50' HORIZ. DATE : JUNE 2, 2001 ROGER W. RAY & ASSOC., INC. 3 = 10' VERT. REVISED MAY 7, 2004CHARLOT663 BERKMARVICCOURT INIA 22901 REVISED : FEB. 2" 2005 LAND SURVEYORS LANs] PLANNERS REVISED : JULY 25, 2015 434-293--3195 J41 -UL} Q Jr1iv +JU r vu r vv .-ev I uu r a vv ^Yu uv _t IL I uv . , vv ,-T vv . ,•, . •• al -IF -1-1 0 ur 0 110tj4L 630600 630 620 620 6io Lu 610 '600 ISO ui — . ifn It _ (til It r tu- _ - — - — 590 --___._ — Ul — — 4_j Ld -JO I ti Lu ASE3 TrLT-�_ 580 8 f Try rl 560 — - �_ 560 If 550 550 - i LQ- — _ _ — LA - ..r. J41 -UL} Q Jr1iv +JU r vu r vv .-ev I uu r a vv ^Yu uv _t IL I uv . , vv ,-T vv . ,•, . •• al -IF -1-1 0 ur 0 110tj4L