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�� EXIST, �� rADTf�Ir 's 11= W/ STORM WATER CONVEYANCE W <br /> L L r"`i' "" EXIST. SWALE <br /> i A n'O �f LIMITS :------- -----;AlvI/ <br /> EXIST. SWALE Q A �� <br /> X —� >< h t C A <br /> ► TRACT �B _ <br /> SIF <br /> v <br /> / j ' WIDE BER a�� ,� `�� _.� ,..� - - <br /> EX. 12' SD 1 J 5 S / /�\ 00. --...re.... ���- P, %� 259,1' <br /> �I CULVERT 4011.1014!!L KC \ / i - - / 0 <br /> / 7 <br /> / //i��- _ = j= �N V LOT 18 LOT. 17 1. .-- <br /> � <br /> 258: <br /> I 1 I � � � //�//� - .- LOT 16-dd‘\\\\ <br /> / 31 SF <br /> \, 1 •� •OND BOTTOM 2 9.5' ;, ,�� 1 � 2, �F 7F_'3.a- <br /> .1 SECTION D—D z <br /> tI EXISTING GRAVEL GOAD TO 3E ��F •, b 11 �_ N FF=261 ' N N w w ei <br /> o o + • F24 + ix o FF=261,5' oI it • O o N FF=21' N eII <br /> REMOVED AND RESTORED TO / ' �P�� o rJ '@e �` ° ° <br /> �. o ,:�� _ I o , F3o 0 0 oI,, INTERCEPTER W <br /> NATIVE CONDITIONS o o 0 - >�- - - - , • �•-� <br /> �`, =` _ ��� / > >F 6 - ' . , �� 259. 7' SWALE `� <br /> ,, 4 _`-f - ,- - - I 261,35 1% F24 1% / �i o <br /> n � W - TLA \ D �- 611 � cCD <br /> ► <br /> "� �� i h J , a 2 5 _� 259, , /, o� <br /> ,__ . <br /> FEND WATER — — o �01 14.00 / _- — — _ 26O'_ _ _ _ w ,_ <br /> ELEVATION �45' O S4 F36 LET 13 -LEFT 42 ! `'. o <br /> � I L 15 2 /0l� 0 �,-7-2-SSF LOT - i <br /> +oo:ro, �2,901 SF �� � F- ,1 /b i <br /> ___Ami2 <br /> i <br /> Fig /1 �z1z00 SF � a o <br /> - _ ��, .-, <br /> ill <br /> CLEARING' ICl'H: FF=267' 2, Q <br /> ! TRACT A F�265' FF `,' +74.i10 .\� - - ' FF=266,5'\ FF=265' � LIMITS <br /> / <br /> 1 ' 4 199 SF <br /> F18 F22 <br /> o ° �� SECTION C-C <br /> 2,39 A:DES / .0.. 26 ' o I p y s� (24 <br /> + W <br /> o c) + 1 50.002b6'�% +`�9.00_ \ + `J c� ` '�' <br /> +o ' a L� 1 44.i0 = o _ _ o <br /> - - -� �� - EX. CB TYPE2 #2468 = <br /> CD <br /> • <br /> � .. I 0 _ -265 -o --- o T-1 0 00_ - - - =266 0 \ RIM=265,16' <br /> 1+34.n�'04 0 I�E,=262,16' , <br /> 1// 7( ? iFF=266 FF=26 , F1• - LOT 6 o <br /> ' OT 1....._ �/ f FF 68 9' +• FF=268 2 SF EX. SSMH U3 275 �,D <br /> LOT �; / o , . '. RIM=265,21' Q <br /> WETLA D BUFFER I 850 �F 41LOT • LOT 7 LE.=259,81' <br /> i AVER GING BOUNDARY 2,02 , SE 2 906 36 2,729 SF ', 5 <br /> TREES TO BE / • <br /> w <br /> RETAINED AROUND I / H2 ��:ig / � ,�68\ 4/ N <br /> o <br /> POND. SEE TREE WET�AN \ _ _ '- - ____,BUFFER U <br /> STEROF FL110 I \ 4...,J IF0011 <br /> PRESERVATIEN PLAN _ _ _ 270'- - - - - - J - - - -\ y \ o'� a.) <br /> / / CLEARI ,G - - L- 1'- LOT 1 I i t <br /> LIMIT" LOT SLOT 4 :: .. <br /> / / , LOT 3 LOT 2 <br /> `Z�' , I 2 513 SF 2,436 SF I 2,279 SF �4 CB TYPE1 <br /> 317bP 2`9' 2,025 1 2,246 SF I / •/ RIM-265,17' <br /> EX. 12" CPEP SD 0+50. 0 0 5 .00 <br /> LE.=12" C - ) l / I,E,=262�77 <br /> FF=271 FF=270 1 7=268 / 2 -. END OF EXIST/ \ . FF 70 FF=272 G _ - I SIDEWALK "�TREES TO BE / II DER / �� � I <br /> RETAINED S E 275 +31.��0 / \ / / O <br /> TREE 1 I ��' I / DATUM c� <br /> l in <br /> fTOP OF MONUMENT ® ap <br /> \ err/ ' / \ PRESE AT N I / e°' / IIN casEa� <br /> 270 _I / ELEV, 265,88 Q)PLAN il� �� ,-_-,-. _--- -----.1„ <br /> _�_ EA �b �o4.80 _ _ ��..qq 1-:_i -- <br /> ���/ III t���t� -!)�� . ... .. — — — �' • m —1 <br /> 0 2'-4' ROCK �� o r--� o0 <br /> 2)a�` 26 9.1(1 <br /> � RETAINING - - �� W <br /> �� GRAPHIC SCALE WALL SECTIEN B-B SECTIEN A-A <br /> 7 <br /> u_ A� �, <br /> 30 0 15 30 60 120 x ,) O O <br /> w EX. SDMH I <br /> ~ • _ TYPE2 #2844 ; : 0' <br /> ( IN FEET \ , ' IR,E 26z 82' an C <br /> - a <br /> ) _ _ <br /> 1 inch = 30 ft. j3 0 ® N <br /> END OF EXIST. ASPHAL <br /> 20' & CURB & GUTTER <br /> ALIGNMENT: C ALIGNMENT: A I Ex. SSMH U3-276 <br /> Elevation displayed at 1X scale. T 19 RIM 267,18' <br /> Elevation displayed at 1X scale. PROPOSED EXIST, END OF _11 .23 -_3.65 % BIUFILTRATION 1` <br /> F . <br /> CYZ <br /> 270.00 ¢ GRADE GROUND ASPHALT 3 270.00 -5.81 % - SWALE 270.00 J ` '� C LE.=260,43' <br /> 265.00 • 3 <br /> -8.00 %, J <br /> 260.00 <br /> 1 <br /> 260.00 _ - 3 6 �. 260.00 <br /> 255.00 • I - IT1 <br /> co ,�� <br /> O ��_ �� <br /> N o0 NO Ni- <br /> in A <br /> N � � r- c N �� <br /> N N N N O J 1 i <br /> o0) W O d <br /> M 8 n O <br /> I,ui N O O up r j O T Ni <br /> + N r) u i <br /> N N N N N N N N N N N o ARING \ A CLEARING <br /> 0 0 0 0 0 0 0 Lo o0 0 � � � N " ° LIMI LIMITS <br /> CO CO LC) LC) L Ct CI] <br /> °r) <br /> ,,) NN NN NN NN NN CV CV CV CV (N <br /> O p O ± + N N M M O O O O O O O O xp. <br /> SE � TI - \ - C + + HT <br /> 1 <br /> ��- � SE : TI - \ A - A N � � � � 1 SF <br /> SCALE: 1 —30 A ;, <br /> ALIGNMENT: B EXIST, SCALE 1"=30' X <br /> ALIGNMENT: D PROPOSE EXISTING Elevation displayed at 1X scale. PROPOSED Q <br /> Elevation displayed at 1X scale. Q WALL HOUSE GRADE GRADE WALL <br /> _ _ 280.00 - 280.00 W F 1 <br /> DETENTION GRADES FF-261.5 FF-261,5 GRADES FF=261,0 3 FF=272,0 HOUSE �\ <br /> 6' BERM 258' POND HOUSE DETENTION H <br /> 3.1 FF=266.0' tLCI <br /> 253.00 \ 253.00 270.00 FF=26 c0' POND 270.00 x <br /> o BOTTOM 249.5' o 3,1 <br /> re) 0 cflcngyre) (SD LC) OrnNN re) ap NN � � 260.00 - 3:1 260.00 n <br /> 4 ao 4 es; cc; a; cri • co o cri o cd o cri o cri o co o -_,...------ —N <br /> I \ FE c::)' <br /> - <br /> Ln LC) Lc) cn CO in Ln co Ln co cn co Ln co Ln co in co <br /> N N N N N N N N N N N N N N N N N N N N 250.00 249 5 250.00 \ �` I <br /> OJO � Om Om O ■ O `- O 'ON ON Ore) Ore) 0 N O O co (0 O CD CD O o O O ti F <br /> Nt 0-re) IX re) O 0_ O • in = cn =in = in = in = cn 2 - <br /> acortes <br /> N .- CO Ni (0 N NO N N (N N � O co O re) CD CSD6 00 re) 00 CO O (O CD r` O Cr) O re) LC) co on CO O <br /> _ _ N iriN N N N N N o co ci cc;6 oo cn co co co co co co IO O 6i M oo <br /> + + + + + + + + + + + N N N N N N N N N co N N N N co co co co N co co co N N N N co co City of An <br /> n 4 <br /> O O O N N N N r`) X <br /> co O o0 0 O O O O QO = CD 2 O N O NO Q O QO r� CD r� O COCD COO <br /> N o Lnao rnLn Lna 0 COn � O r` o 0 0 0 0 = oo owo = o = ono CO = o � Received � � �� <br /> � o • N LU0) 6 '- 6 L _. _. 6 oi 4 4 4 0) o6 6w �—\L. T 2--1 <br /> cn �n LT-) �n �n �n �n cfl co co in co in o N rr) co c) re) N co N O in N o L. X } f �7 <br /> N NN NN NN NN CV CV CV CV CV CV N + + + + + + + + + ± + ± + W Date: III U L <br /> 0 0 0 0 o N N N re) SHEET NO. <br /> 0 0 0 0 0 0 o CO o co o o 0 <br /> O OMfx w O O O O O O O N O O CO CO 1"--. CO 00O Orr) cflO ,- Oln �'� � � F <br /> o tom in o in o O it-) N N N O cri I� cri cri i,j Ti I� O 00 re) ((�,l <br /> + + + + + + + + I� r\ r` O co co co co co co L.n in cn co cn X' <br /> O + O N N re) N NN NN NN NN NN NN CV CV N I ��� <br /> O <br /> � � - � O O O O O 00- O O O V) <br /> S E �, T I D \ o o o o HERR 42" MAPLE R;3, REV.: - <br /> POJECT DATUM SCALE 1"=30' N N N M re) */ cfi WASy/ lc �' X JOB N0: 2017-150 <br /> S E T I 0 \ 3 - 3 "�P� 9 x EX. SSMH U3=299 DATE: Jan. 2020 <br /> TOP OF M 0\ U N E N T \ z d \RIM=28593' SCALE: Noted <br /> CASE AT \ EW OAD SCALE: 1"=3 0' E'=277,03' <br /> r — DRAWN: D. HERRIGSTAD <br /> E\TRY AS SHOW\ 0\ <br /> ��� pF�l STEREO ' CHECK: D. HERRIGSTAD <br /> FSS�ONALENG\ 3-31 -2020 Dcte Varch 31 , 202D Q <br /> P LA\ S . \AV D 8 8 SHEET 11__OF____ <br />