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HomeMy WebLinkAboutSW1190701_GRADING_C5-rev2019-10-25_11/3/2019U \ 1 I \ I N 1� 45' OF 15" PVC 1 PIPE BENEATH \ \ N I I 1 \ LOW DENSITY STORMWATER DATA HEAD WALL (H.W.)#2TOP - 2056.4 n PARCEL SIZE: 16.67 ACRES \ N 205.3 INV. OUT - 2054.5 \ � \ \ \ SEE DETAIL 8/C9 PROPOSED IMPERVIOUS AREA: 2.09 ACRES (12.5%) \ ` \ 2052. — N �2 40"E 206.06 / o O �� \ MANHOLE (M.H.)#1 I _ — _ - - RIM - 2063.8 n \ / — — — — �— — — 2050— 2051-I - — =`�— =° _ — / �o \ ( \ \\ INV. IN - 2056.2 i\ - — — — — — - — — ° � INV. U - .1 \�------- °204i�0 =°�-0 — I �O 6 \ — — — — — — — — _ -- 2047_ _ — a° _ 49 1� \ , �O I SEE DETAIL 6/C9 \\ \ ---- 2046- --_ ate_ ° _ ° —_ °--- = \ \/_/ / �6 S\ 6 0 iQ — — — —� °° — — — — — — �`' —rJ0, ` R` 0 12' OF 15" PVC —�----_---- °_ °-2045=_=_=== c=_— -- ( � PIPE BENEATH a- \ N O I i� / NM \ \ \ SIERRA NEVADA WAY — --2047- 06 246 I 0 \ \ (PRIVATE)"1206.� �20 W. EA'6 WALL (H.W.)#1 TOP -2058.4 INV. IN 2056.5 \ 00 v0 \SEE DETAIL 8/C9 A \ �� \ THE AREA OF THE DITCH -BELOW CONTOUR'2060 IS TO BE GRADED TO tN.SURE THAT SIDE / SLOPES DO Nor EXCEED 3:1, N I I \\\ \ SEE DETAIL 1/C5 o \ I LO �\\fN \ TALL MATTING 20' So ON EP SLOPES — — EA EM- EN T 0 SEE DETAIL\9 AGRICULTURE AREA O (APPROXIMATELY 10 ACRES) o \I — — ors \ o I I I I I I / 0 \ �� I oclq \ o UILDIN I F 206�.5 // / I I ��41 \ I I I I o 0 1 10 o Rs, t opo I / / / // I 2� 7 2074 - o,p ' E / p / I I / i Fp OE 0E No ) o ^ / I I I / / I JAALPCWY EN Afj,GE ENS, 2�6 _ F ` _ 8 OE 1 OE / y� 1-7 UP— / N, 0 P I P 3a a / D 'o _ /� / I ao I �•— 2070 s° I — l \ / I I \ \ cos / \\ CA m z\PF P EXISTING DITCH—°-�°�°� / / �� \�36 C2 5 .a �0�2OssS�sO��� 2 I I s / CIV \ /' / // N / /I , / i , \ / 65' �R/W /(IV / / � m 2059.1 llel / I \ ` I / 059. 5.2 2659.3 / \ \ \ \ I I \ / / cco o / 14'-0„ 3 I BS_20 .9cl / I I 061.4 / I N ' 0 - I 061.3 _ _ ° V / I 2061.4t / / \ \ I I I C' I III- III I I I I I I I I I I I I I I I I / \ / I _ III III II III III IIII,, I/ TOP IN-R2048.\\11-111-111 2061.3 / / / I II / \ TOP OUT- 2048.1'\ \ I I I , N -III 2061 fFE:2061.5 / z I / � I / / / I I I I III III III III III III III III III III III III III III I y /i WALKWAY ENLARGEMENT 1: 10 I N fss WALE DETAILcl)� ateSE 9<•: _ // / 1' / I /tip / I I I I I I I 1 N.T. o clq Y-aF 0 R PERM T REV EW ONLY %4q—nnAA �!- aYa � ALL RIGHTS RESERVED DESIGNER JIM N0. DATE DESCRIPTION THIS DOCUMENT IS THE PROPERTY OF BELL DIVISION CIVIL ENGINEERING AND SHALL NOT BE REPRODUCED Lexington, KY (859) 278-5412 THE RIVETER A 2019.02.08 SCHEMATIC DESIGN Ho kinsville, KY 270 886-5466 IN WHOLE OR IN PART OR USED FOR CONSTRUCTION P ( ) CONTRACT N0. 101-1007 DRAWN JIM B 2019.03.08 DESIGN DEVELOPMENT GRAPHIC SCALE OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT /� ( ) 701 OLD FANNING BRIDGE ROAD GRADING & DRAINAGE PLAN i THE WRITTEN PERMISSION OF BELL ENGINEERING. ASI1eVIIIe, NC 828 774-5499 CHECKED JTK C 2019.06.21 PERMIT SET — STORMWATER • NCEF# F-1383 MILLS RIVER, NC 28795 DATE 09/04/2019 D 2019.06.28 REVISED STORMWATER MANAGEMENT DESIGN SCALE: 1" = 30'-0" NCLA# C-508 APPROVED DJB E 2019.10.25 REVISED GRADING gin SHEET NO. C5