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Plans (2) tvu • !"ooeca CONSTRUCTION NOTES: 11624 nu, 1_11 , TE&Or PRMRTY � SOLUTIONS RETAINING0—CONSTRUCT I WALL DESIGN AND CALCULATIONS. IE IN 62.57, OUTFALL WALL PER SEPARATE RAPID SOIL 0—INSTALL 8.50 LF 4'C-900 162.40.T 2AT� LJ MO 1101 n YANYUUW MINIMUM W TIME OF HOUSE CONSTRUCTION W to-INSTALL 6.00 LF 4'C-900 AT S=2.006 Z IE IN= 162.18,OUTFALL= 162.06, AT o-INSTALL 8.50 LF 4'C-900 AT S=2.00% s='c TIME OF HOUSE CONSTRUCTION. IE IN=164.07, OUR-ALL= 163.90, AT TIME OF HOUSE CONSTRUCTION. TM a RASHGR Z gi E s l':1-,!:-4: / \ /%�• \ \ 1; Nam R.YAIYAW W DRAINAS I ` \ R/ //' 0 p` Tab A116.2 / / Y ` #11640 p #10250 k10.0C �� g • -._.___ 1v h s / `\ -'.� sO LL'400 \ IL 4800 r.L.200 �' , 1D0 \i\ �1 `\\ GRADING SETBACK DIMENSIONS P£R IBC, 7171E 40. Z rF �� -o �� I �` APPENDIX ✓. FIGURE J108.1 ,7' __ 1__ �_ �� __ SA9'STO��366.72' _ _ ——— I / xorroSCALE EL 500 , 1 i I `\ - t' ��� THE CONTRACTOR SHALL FIELD VERIFY �/ e : T1 not I 4 8 ���-, .I, \T‘ THE SIZE, LOCATION h DEPTH aF $ �` / ! 1 7 I 8 , ' EXISTING UTILITIES. NOTIFY ENGINEER OF w v' o / /'/ /..� t I I } ANY DISCREPANCIES PRIOR TO c co I ' / 1 I / I T „! CONSTRUCTION. `� g r f _ -- 1 �'---k,-t�"� L. .�� `� J AI .�\t NOTE: SEE SHEETS ESCT-ESC4 FOR y o z r \\. Y• /"r � " fty ,; �\`_• �4�� �� I L=5525 EROSION CONTROL NOTES do DETAILS CD 0 o $ :" /,n {� / r , I� I A I 8 t R=12112 J 2- / / r F H I- r ti �4P , ,1n ,' , AS—BUILT o N' l' „ I C� � � 66�1,7�i�� � ja i` 04-24-2020 \ // ••/ — - a o �---- ®�\ � � \�`!- " NOTE: As-O NLT NUrnNGS NFORYAnON Is BASED ON 'a;. 'j 7 >ab �. J CCNrRACTDR,FIELD SURVEY,A,UI FIELD INSPECICR GATHERED / Ti.701 ,Qr 6T b DATA ALL NFORebols HEREON SHALL BE FlFLO voRnED '.` ' TRACT'A' PANLII 1 Al 1!1 '`.� � �� 410, PPoOR TO USE IN OESCN AND/OR OONSTRUCRON. 1 � 4 I \ W _ MLP 84T 12 I� I AA �,, -- / Il1 Ill -- \ 14_ v vv z_ >_ z / it. /� / � 1 ��-1- I ��� ��� Ir.>� I 1 >� )I 11 11 ii 10 �4t; . ,v Z m d / PARCEL 3 PARCEL 2 �` / H I \ g Cn LD ,5z4 rn ((`` V _ lszs TB: / I '-.�r' I 7_ _ _ `'...\, `..� \ ., \ N ~ N z . / quno wo I I d\' sit 1 u I A I. J ^=aOYx� 1529 BW I , - J �4 M Q ®11ss3 Tw , -- 1 ' rL.7o3 _ �® F-_ � © l- ---- \\ m Z ,� MF I i. m _ --- — \ PRIVATE DETENTION ,� •{ 1,,, 1 �sr 89'4954"W 399.0 ,. \ FACILITY PER SHEET .. __ © O ' Y � '.= FLOW-THROUGH PLANTER TO DRAIN TO 0 0 �17A THROUGH 17D > ' .��! -_ kti _/ li -yl � ��a .. ' T_ 361, CONSERVATION EASEMENT DITCH(PER 0 0��� -'ram' \ - • - Lc ` /' 1 _ L yam- ' _ _ A 40 AGREEMENT WTH USAGE.NOAA AND DSO \�A 0 Y� •'f;i ...1!_ i e., I p L ., L -tip - r A f \ \ p101 TO PROVIDE GRAVITY SERVICE FOR LOTS •\ \\ Q � 7 i .# I -.--�� I' \)6.1 •0 STRUCT 1.5'DEEP DITCH 11,12&14.SEE SEPARATE PLAN SET FOR .,\\ \‘ } 0 ` c H In:'-' b 8 FG I i /0 / / - ' � = ,� (. O W1111 2H:1V SIDE SLOPES TO -FLOW THROUGH PLANTERS FOR LOTS 11,12 k- ', \ \ 0 0 /iii V G 0.-& / - - 1:II CONVEY FLOW-THROUGH r 14,TYPICAL cas,56.s Tw 4 . II 18I .+ 17C ''''---.7.� 1. 1 PLANTER STORMWATER TO r_L.350a \` 1525 BW ,r /� ^• i ACCESS r`I ,I �__` I� I PROPOSED DITCH INLET. m g F . _ Vitil / _I / / / ,I •I --,/_i / A .0i,_ le � 0 Ii "' ..... I J _ I 'marts 1 \ c 1525 FG 15]0 Tw ,3e. • / , z t rn 1. // FGi 156.0 BW 1 \ O 1- w ry 1570 TW - \� " , \ cc 4i i / f f raT�br.er 1 ' �� m m '' wr J / ' 16 15 II I2 / to 1� A\ rn / !!! I , ♦ 5 / , , tV I7 O ,[I co r p• ./!r r H E Y C r. N" „. tt J N l / / I.e.t091:, i ' z \ 0 CO e, �\�. w 8 n f J I I 1 I I /' I .., ,YI c___. \ \ 1 1 I 1 SI9El/l F/30/Y018 G6. _ J VJ D Q N 15 1 inch= 40 DA 0 Cr H- n ".,7 SCALE 1 Inch-80 <. CASEFILE NO. SUB2016-00002 cD ~ ° ,