Loading...
HomeMy WebLinkAboutSDP201600058 Plan - Revision 2020-12-28 (4)1A / Z Mx N \ / 0 0 = O 0 0 a ¢ m M M 0 z 0 0 -450 / e70- �\ TC 45.07\ 2' WipedownFlush Curb \ �3 2' Wipedown P 4 142 1 11 Drain III - 0 N z Y w = / 1 > z / i 0 Exist. 20' Public 0 w m >aNId Drainage Easement / % z DB 3384-108 / // rz a It . (Portion To Remain) .4 TC/P 39.40 C'J00 �� / ~ Zama \ / P 39!20 TC/P 39.1� V / Z P� C) II Z VL TC 45.02 / \ m / tor°9� ` `� Relocated 20' Public / A Drainage Easement / Z P 43.94 C .6 -QB 5399 PG 549 / W J41 cV TC fl.3p 3.43 TC 44 8 / I Ex t. 2 ub' Ne S' TC 41.05 - C 39.4 IP 39. D ACSA DB 33 4-10 wry' �� \ / De (Foch F°Sem / I C J3. 50- �� Exist. 20' Public c° ���° / � / T S-199pdei enjt/ I Drainage Easement } o��� /.. / / u, G S4g/ DB 915-662 J5 /, . ak / / 68 TC 41.70 CO - - - - -/ // / /d' ----- -J� -- II / \ TC 40.78 I ° I / / P 38.27 I\ \ I� - °Oo9 9 PSo TC/P 38.90 / / �� 60, TC 4 . 0 , ° I / TC 39.00 TC 38.45 q a TC .83 4 TCI 39. 8 \ \ TC 3 .66 N TC 38.50 Exist. 10' Sewer \ Exist. Gas �Co r \ I / I Easement \ Valve ` \ \ \ \ \ \ \ �O TC 39.65 DB 425-143 I / I TC/FC 389 N,2.5' Curb Cut I M / New S °n F to lu b ew Rp tB0 \ \ \ M Dg f°s °cil/t "le ookf/ 2 a FL 38.45 T rq f'c / �.a� . \ S'-� 1_ m rn rn o \ ` � TC 39.4( TC 38.35 / , New S43j eqt , ow Ro ... \ Co � M N \ \ 174 5q M 4 ok etoigin G 1j3 Ivew aisah f Exist. 400' Si ht <. �I co M R. 9 S o n 9 \ I TC 39.50 I ❑ P TW Ne9ht , wo/l Ose, for °r9e o s Distance Easement \ W TC 38.20 I BW 360 4' Auton 5OD ejn Ito DB 1000-0718 0 8,. 1 . \ 3ZD - New pi/ FFbMe / Sr 9 - WM�I 9 : TC 38.9 / \ Exist.. TC 39.25 �/ Op Se /W°t q,4 ePoir TC dow, POro,Or er 36SS (6 8, New /P 38Sn i / n n 151, I I I N w 4 PVC S nitarY e ) (eui/VACF 8B c • \ w w z z z TC 40.42 e T 4 Dg 3g9 pGb0 roip°9e troryce Cor /dOr / / �G \ OGo� / , o o Q Q p TOM 35,9i - Bose - - -432 - - ) _ m v0 TC 36.O�L New Exist..Sid F \ nt •° o > Emer enc Storm Water ewolk 78-, Spillway Management p \ �S p ��. 0 0 0 0 0 \ m BasinSWM-1 1 ._. - �b�O9 // 0 °+ \, \ m� - _ I Exist 8» , /� GREEI�BRIER DR �\ Exist ,o» sa I Si. \ P / - - Sanitary R0U E nitar - 428- ❑ F- Exi / 60 PUBLIC R/W----- F --- - - C -- �O lb Exist Pressure W C- \ Hydrant 10623- \ /------------- All"/ ®Fk 6„ \ U1 Exist 48RCP /\ / / �} O / \ a 1.4 \J \ \ \ O UTILITY NOTES: 1. EXISTING 5/8" WATER METER TO BE REPLACED WITH 1" WATER METER. \ \ / / \ \ \ ` \ \ k'st - - 0 \ \\ \I \ \ \ \ 2. CONTRACTOR SHALL CONFIRM IF THE EXISTING 5/8" SETTER CAN BE \ / // \ \ \ \ \ \ �8' Rc \ _ �/ ` \ `, / /Ld \ \ \ \ \ USED FOR THE 1" METER. IF NOT THEN A NEW TAP SHALL BE MADE \ v \ \ \ \ ` U) \ AND THE OLD TAP ABANDONED. \ SHEET N0. 20' 0 20' 40' 60' C-20 SCALE: 1 "=20' SHEET 4 of 8 I�