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HomeMy WebLinkAboutS-325903_. _ y � _. � I I I P I I -. -- THAT R� RTION.— O�F� -' THC SW ��4- 0�- THEE NE� 1�/4, � �I o � � I OF SEGT�ON 9, TWN 23 N, RANGEI 5 E,' Vd.M.` ,I II I o � � �I L ii II i N � � � :' N I �°° � srA s +os,sRr I 20' PRIVATE JOINT i 26' PRIVATE FNGRES'S I I II � 48" ssMHy4 -rrP l USE DRIVEWAY & & EGRESS EASEMENT srA 4 +os.4c,5'Rr I I - -� I �i II I RlM EL= 42s -00 48" SSMH//3 -rYP l WvEC= 41B:oD I UTILITIES EASEMENT � OVER LOT 3 & 4 R�MEL= �4ee- 47.L.ce �.� p II II � _ Y � I lNV Ec =4i6:96� c{iSRI GRAPHIC SCALE. y II � " II I OVER LOT 2 L _I ' /II II I zo za <o a ,; II u I ' Q^ I o ,a I II I tr " '. Z 11l 882'10" , ' I ,. II p -, ' . - -. 463. 7 _ II �. IT I ( IN FEET ) J _.. __ -- -- - - - - - (. _ - - _ LLI ci es _ S ao- � 196„�LF 8 "0 PVC S -z-8�� � b --- -- -.-- _ <<5 i\ �a II II — 1 inch 20 Ft �' I '�i I N88'24'10 "V5 00 S. �5 % � - � II II I 95' WA7ER -- - 262.07' k EASEMENT ' I II ---- - - - - -- ...� �, 5 �t - - -- - - - - -- W j �_ �,.. C6 R NE R I N0. 7]07140476 WALK 5" SLOPE &SIDE EASEMENT REC. - - - - ___ ,.. �. 10� WATE Q (n STA s +OS, 22 "L7 - - - - - - - - t. - /- _N �\ EASEMENT. � II I' � III I s" 0 SS STUB 67A0 SS STUB 4 &31 STA 5 +00, 22LT STA 4 +80, 22LT v �, � •. 48` SSMH//15'LT I 1 I II- I �•- i- lNV EL= !NV EL -4%B�8 / � 6" d SS STUB y (r. f 6.1i3 � lNV EL- I II I Q � 6" >, SS STUB ��i17.�'I 'o�, `r6, �, k "�' �� � BUILD OVER EX LINE I II II I , lNV EC- 4F�3,�r ',o d � R/M EL =416.87 I -- �'.� ':�' a' % � 1NV EC= 409.071= {O1•(+ I i II II I W 7 ZQ -.. 3 4 � -. � � , '��� - CONTRACTOR TO VERIFY I � � II I- Q � - _ EX ECEV BEFORE LAYING I I � II I � C C/' a �` ; U /�' s�� PIPE I i II j I II I � 3 � ','�.. s $'�SS STUB 6° 0 SS STUB'I I i II ! II _,� I I / _ , ST 2+03, 30RT R i . f \ •Q STA 1 +57, .3B'R7 � .` lNV EL 4L•£3g' lNV EL,- 44B:3-7�11 � 9Z- I I,. 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II II I ~ �. a 10.467s.f � I — � _ �'� II I �i II I � v-�i - 0.24 acres r i � � r - J T � II O W FL I � STA 2 +96.4 ,5'LT 1L _I ® 1 � � -� U`�R T p A I% p �1 II I n 2 ASR - T S7A 2 +96.4, 25' 7 �`� TR :' A l i � _ II I 0 oO of wasy I 48" SSMH,y T?P l 6' m SS STUB i 4 ��� � , ; � oRIMEL y12.4o srA 1 +so, 25L i' Z u I - � a � I. ; lNV EL 41Q.00� INV EC= 414.50 6T 0 SS STUBC lNV ELS41T'78 li II - II I s O "ASS9UlBLT"I !S BASEDOON �A ACTUAL FTELD SURVEY O I � Q 8 /NV EC =4L28B � I II- - I O G � I �.J 411.1,1 � avo � �N 1 413:11 � �� � � ! it °- � ° r ti BY TOUMA ENGINEERS AND INFORMATION SUPPLIED � I ( i ,,,- _.. _. _ �` Il r I -Q � oxn1.: BY CONTRACTOR. _ - _ � II I �� I n ����!: z�0 -- _ _ �' - .- - - - - - - - --� _ ___ __ - _ r - - -- - - - -- - --- -- I � f -_ -- _ - -__ -_._- 1._ -- _ _. —__ - _ -_ - -_ e�mu� s /zz /ov - -_._. ' LOW POINT ELEV = 416.80 � LOW POINT STA = 1 +28.61 PVI STA = 1 +37 o � a ��> � �� �� I n ����!: z�0 -- _ _ �' - .- - - - - - - - --� _ ___ __ - _ r - - -- - - - -- - --- -- I � f -_ -- _ - -__ -_._- 1._ -- _ _. —__ - _ -_ - -_ - —j- ' - - - - -- I -1 _— __ - -_�_ __ � -, -- � �i - I -_- - T �o _ - -� J - - � - - -- -__— _- EX. PROFILE -- -- - - - - - -- - -- �- - - -- -- -- - -- -� - -- - -- - - - -- ' - - - - -- -- - - -- - - -- - I - - -- -- - - - -- - I _ _ - -- -- - -- - - -- - _ —_. � - -- -- - - - -- - -- - A D = 4 54 - - -� Y - - - - - - 431 43: - � � __ N � _ - - -- -- __. _ — --- —� -00% - — - — — - -'u U U � - — -- - -- -- - -- -- - -- t � ti - - -cti - _ ' 421 -- - - -� - __ - -- _ I _ _ -_ -" j ___ mom..,. -.� m.� -� - -" -- _ - -- —_-_ _ - -- - - -- 3.54%— -- - -- - -- -- - - -tri- - - - _ _ 42, � .. - _— - i. 1 - -- � ' _ _ _ _ - -- - - -- - -- - -- _ - � - _ _ � I -___ ____ ' _ _ _ - -- --- - - - - -- - - -.. _- -- - _. _ -. - ---- -- -- - - -- --- -' -- z. e ,� � �_ _ __ w -- � � -_ �ru U -, > m . - 41f _. - - -- -- - - - - -- — .. -. ._. - -- - - - -I- ._- 196.frfF- � _8_ID PVC,- S=F:6� - -- - - - -- PROPOS -- --- 106.d1F -8 °m P -VE -- 48- .SSMH�'4 -rYP -I - " - - S- TA- 4- +89�5�R -T � .. 8- 0;3 =-3-e� PVC aa�- - ---- _. -_ - -- -- - - - -- - - - -- RIM- .£L= 426.�BB- LF7s6.13- - - -- -- -- — _48=66 - -- - -- - -- - -- - - - - -- -- -- - --- - -- -- - -- - - -._ - - - -. - - - _- -. _ - _._ _ -- INV EL =4, -i&BD 41 -8 II3 - -- - -- - -- -- -- - - - - -- - R/M EL�#-BD 42L S�_ — - -- -- STA- 22#96AD 5'L-� - --- - -- - - -_ _ -- -- - -- _ _ _ INV EL-478: BO �S.91y.�__- ( --- --- - - - --- - -4B'" SSMfiJF2= -7YP -L - -- ---- ----__ . __ -- - - -- 40� - -- - -- - -- - i - DE �o N� �o �� �� �� OM O� �� �N �� � ao� Noo � �o Na0 � �u1 NN � �o NN � ��n NN d� �o NN d- �N cVN � �d- NN � NcO No d- �°' d� � STA 1 +35,5'LT m � � "SSMH 1 � d� � # - d- � � � d. � d- � � � BUILD OVER EX L/NE r. '. v 6 +00 5 +00 I, I 4 +00 3 +00 2 +00 my tt= rypG�p{��� CONTRACTOR TO VERIFY EX ELEV BEFORE LAYING PIPE TUM ELEV 405.00 ® ' � S �► REG ❑MMENDED F ❑R APPR ❑VAL °""""` '� _ � � � s ®.'' By DATE � —j _ �: 9