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HomeMy WebLinkAboutWPO202100018 Other 2022-06-29Level Sp�eade'r #2 (g22 / Inv.Qut 821.00 / 21.00 + (822.73) ` (823.37) + - - - - N(824)- (825) t(825.19) _ cp' gr� 830 LIMIT OF DISTURBANCE (TYP) _ - - - 83'rcl - \ --ZZ . (829) - / 4 / .� co PINE - - - - 3 , r ' �\�; co (830) / g321 w �� 0 / - - ZS _ �(830)� = 0 = - - i N=5180.41 / / a• \ 0 rT - _E=5f36.09 w (831) FINE I _PAIGCE(TYP)/ / / / / - - - - - 830.58 - 83 �. / \ 80 `` (833)PIN4$/ 0 \ - - (834)- 1 - / PINE / CYPRESS 834.60 • $'31 . / \ 60 1/ \ 833.27 �(834)- 011\��`� - 12 HAD0 835 / I W� \ 836) - - �56.38 CYPRESS -(83 - (83 / / \ / . (837 �� ^ - 8-15 HARDWOOD \ CYPRESS - / / / / - 039i i \ 40 •1 838.49 835.80 - _ / - 8.53 - - - \ • / / CYPRESS 838.04 - / 10 HARDWOOD - - / CYPRESS / l,� 839.46 / \ LIMIT OF DISJURRANCE (TYP) 837.81 / (g391 0�� 30 / / • 12 HARD OD • 10 Y 840.12 \ 8 9.88 \ 1840)\_ - 1) / / • �' gklr / LIMIT OF DISTU jBA�I - CYPRESS ( \ / 840. 118 Area to Receive Excess Fill, Blend into Existing/ + \/ `1 --�- 840.46) - - /2 10 �•I�H R Y - -(8 3)- - Grading in this Area As _ _ / / / 843.21 20 OAK - - - Directed by Landscape / ! -_-_ �j �la°2l / / \ • 843.61 Architect/Owner / /8°Sch.40PVC@3�91_68)-� �- - - / / - - \ - ----- _ _ 00 Jnl/ et 2 Drop Rim 842.40 v / Level Spreader/ #1 / o^ / �lap3Y - _ Inv. In 841.00 (845) Inv. Out 83> .00 / 2' Wide Stabilized Turf / �\ Inv. Out 840.9� H�ERR / / Shoulder on Downhill Side When No Concrete 6)- / • Gutter is Present (Typ) 0*// /90 a4^Y \\\ - (S4- 1 I 132 HARDWOOD (842.95)+/ -- 844 l �\�\ / / ♦ ! (a1,11 , f/LI� OF DISTURBANCE (TY{P) 842.64 / `���� / ♦ / / Stabilized Turf - - (839)� 70 \ (840)� 14 CHERRY / N=5085.87 (841) - .� - - / 843.10 y / 846 E=5085.07 \ - - - 60_Lengtth,15" LD. w/� (842) - Flared End Sections --_ - - _ d/ - 0 60 (APProved by VDOTj - - (843 (846)- Inv. Out 844.5 (844 - -(8 6)_ (845) // - . \`�� \ I Drop Inlet 1 _ / ` \\ Rim 847.5 PHN!� (D(846 0) - 2-WARDWOOD, 84j 0 50 /`�T� /�-(849)- --�848.22� Y - Inv. Out846.0 (8�. 4)+ Ij'� - - - 844.25 / - ` 16 CHERRY (845.96) /+40 / _ 152E, ll/ r 6 12 HARDW00 / / -(851) _ 1818 R �` 84 j 849.81 _ / 849.72 �\ ( • - 0 3 Driveway grade from 8p9 !/ j Station 0+50 to 1+75 is / 847 �\ : �eg8 / j / / approximately 10% 1ap11 (847 / 3 / / / 442 0+10 yol -5039.79 / \ E= 0.96 +��� .\ / INV (849.74) - �. RCP-1 / 60 Length I.D.SeD. Flared End Sections `% / (Approved by VDOT) CO d' Inv. In 847.5 0 5 10 20 30 850.97 N (851.14) \ \ Northing 5126.31 Fasting 5039.14 - - -- 0000u N cc- - - )838.0�q o 000�00�' Northing 5125.17 T 8" Sch 40 Fasting 5040.49 Drainage Pipe 3-4" Dia. Brown River Rock LEVEL SPREADER DETAIL #1 820. Northing 5226.86 ----_� Fasting 5128.74 821.10 Northing 5125.31 Fasting 5030.52 + 838.0 837.94 6" x 6" x 13' Concrete Beam Must be Level & Plumb Northing 5134.98 Easting 5039.19 838.0 + +837.94 83 8. 10 tiry Concrete Beam to be Keyed Into Slope (Typ) N.T.S. 820.94 821.00 �4 Concrete Beam to be Keyed Into Slope (Typ) Northing 5232.46 Fasting 5140.48 6"x6" Conc. Beam 3-4" Dia. Brown River Rock Northing 5224.88 Fasting 5139.11 ` T ' ` ♦�8" Sch 40 PVC Pipe � Northing 5223.16-- 2� \ Fasting 5135.50 \ Northing 5222.80 \ \ 8" Sch 40 Fasting 5140.66 Northing 5221.17 \ `PVC Pipe Fasting 5136.47 \ ` LEVEL SPREADER DETAIL #2 8" Sch 40 -III N PVC Pipe I Compacted Subgrade LEVEL SPREADER SECTION 1'-8" 821 N.T.S. 6"x6" Conc. Beam Must be 144 Bar Level & Plumb I o Illill� I' �MII- Filter Fabric (IIImd Ep,LTB OP G o � U WILLIAM D. RIELEY Lic. No. 6 14 6 28-2„2�' APE ARC'" LEVEL SPREADER AS BUILT DRAWINGS Dripps Phinney Driveway 6152 Plank Road Afton, Virginia 22920 SCALE As Shown DATE 6/28/22 DRAWN JLE CIK'D WDR RIELEY & ASSOCIATES, LANDSCAPE ARCHITECTS 601 East Market Street, Charlottesville, Virginia 22902