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Home My WebLink AboutzS-2722SetI z i i w o z iLL �_ � � s 3�d sT f_...__... -- -- ._.__.._ �1 __.__. --- - - -- -- S. 4Ti7 ST: 5 4T/> 5T. - -- � r 1 r% _- V -- -� II � S. 5fh Sf. S �fh �f. - -.- � � -- - - __ -- � — � -- � �� _ � _ � � z — �� _- � 4 - z � _ -- � - � � -- o _ � _� � - - -- � - -- - � - - Iz - fir` rr �/T R S -_ _ __ _- _ S GT17 ST. - -- �� I - -- -- __��.. � �� I. i wwp_z7_ s7zz .� a z RECOMMENDED FOR APPROVAL t'!z WA rEW TER UTILITY DATE � °'ipu yld,l� UTILIT � SERVICES DIRECTOR�DATE i� �q�qg MA /N ENANCE SERVC S DIRECTOR DATE w o v g � �n S. Sih St. 4j > V1 Vf Y � � Q Q y a W Y � J O � � �Ll � � Q � Q � ¢ m Stf: St. IXISTIN6 SEWER FLOW PATTERN S- ?71 ?0l W a N "z' W Q �` J 2 J � N g Q h S. 5th St. �i �i H N � J T W I� J � � 2 W � J yZj 3 - o I N � ao 6lfi St � � i � � �� d OZ 1 �'`� � Z W to g w x � � t!? � � O o � � O (� I.L.I s � N Nz as = � N j U N � � wz �_ �� 3c a �0 3a N 3ro �z �w � � z f � � � as _ z ~ \c � �'+ °' o — �— a _� �� 'N J C �i o� a�., �I� �� W Q U � �o� � a Z.Y O :� w z z o _��? a �� y w � m N s o �m � �� I z i i w o z iLL �_ � � s 3�d sT f_...__... -- -- ._.__.._ �1 __.__. --- - - -- -- S. 4Ti7 ST: 5 4T/> 5T. - -- � r 1 r% _- V -- -� II � S. 5fh Sf. S �fh �f. - -.- � � -- - - __ -- � — � -- � �� _ � _ � � z — �� _- � 4 - z � _ -- � - � � -- o _ � _� � - - -- � - -- - � - - Iz - fir` rr �/T R S -_ _ __ _- _ S GT17 ST. - -- �� I - -- -- __��.. � �� I. i wwp_z7_ s7zz .� a z RECOMMENDED FOR APPROVAL t'!z WA rEW TER UTILITY DATE � °'ipu yld,l� UTILIT � SERVICES DIRECTOR�DATE i� �q�qg MA /N ENANCE SERVC S DIRECTOR DATE w o v g � �n S. Sih St. 4j > V1 Vf Y � � Q Q y a W Y � J O � � �Ll � � Q � Q � ¢ m Stf: St. IXISTIN6 SEWER FLOW PATTERN S- ?71 ?0l m � J � EASEMENT ¢ AREA � C s W a �i "z' W a O �` J 2 J � g Q h S. 5th St. �i �i H � � J T W I� J � � 2 W � J yZj 3 � Q Q � Q S. 6lfi St m � J � EASEMENT ¢ AREA � C s ui �i � W � Q W � Q to � � J S. 5th m � J � EASEMENT ¢ AREA � C s � h W � Q m m � EASEMENT ¢ AREA � NEW SEWER FLOW PATTERN (Bold Lines Represent Sewers to be Replaced during this Project) �! =� �- ��- >� <��! �CANNF.ODEC 101999 St St Vj Vj � W � Q W � Q \v S J S. 5th � h W � Q m m � EASEMENT ¢ AREA � NEW SEWER FLOW PATTERN (Bold Lines Represent Sewers to be Replaced during this Project) �! =� �- ��- >� <��! �CANNF.ODEC 101999 St St W #537 WILLIAMS AVE S N rn � � f I I rn I #SV wELLS AVE s � � o � � .N I ® � I rn , N of �s� � � —a Yr (\ I P - ��- I Grass � I I U I 4 "Ch n.lnk. N Z � #532 BURNEIT AVE S .—. - - -- ` . I I � Grass c� o I LLI Asph. I ._ — 55 00 TCL o u d' � I c. Paved ��, 1 - ._. ._. I ._. Cont. u3 " � Grass - '� 52 +00 Q�Q I ^imm'.n � I I7.1 mmrn�N mmrn= � 7 0 � to I f zni uNiz� mrZ*�� N r=> > i n Ij �rn�NW ,Ip„j��u I jj535 WILLIAMS AVE 5 I p� rn I e e i /^� m AN0'� z � _• V Q I �VO N Z d � I � � u ° I � _ #533 YELLS AVE S �I � i— Z � o � d O 1} 4 I '� coot. N m ' W W W� I � � -- m � I 1� � �' Y � � iJ t ¢ m � La n � i ._ ._ � �Grar�s � � � c� d B Lawn � "— I 2'w d fnc� I 1 # BU TT AVE 5 Grass W O � a I � Cn } � � � � I Q BLDG. � I I `J J Lawn I to o I � W LL! ol, 0 I Conc. o w� � I a Y #535 WELLS, Am S I ¢ //539 W9LLIAMS AVE I T` "' N Conc. a Q Conc. I �-'�M I � 1, 1 r� m o' � I. �zm� c� O I __ �- Chn.lnk I f I r� m m �, N_ Paved � Cont. � - � - .— _ N _ r � MH _ 5 0 Conc. � z � ao j/540 BURNETi AYES I I Conc. W - - 8" — Conc. � o � S � � "'� Grass MH #2 N G.� Z y-v-' INT =113 +35. ti601 WILLIAMS AVE S I onc. � i � _ � Paved � Dense Trees - � � � O 0 � � I 3Q � I 8'Chn.lnkfrice —'' �•1 N 3� N n i,i n_ � I _ � S �' � '� l� W \ c Conc. I I � " !/547 WELLS AVE S rn o�- w �irx o'o o — — — ; �W � � I � 1� y n � _ m� — — . — — .. — _ - • q� m E � SDMH RIM =30.14 I W (LLA7V � I � \E I IE 72 °NE =25.85 onc. l„x Grass gia IE 8 "WNW =24.85 v _ � - I � IE 8 "ENE -23.35 BLDG. � = m m m � � ® �� rn � #602 BURNETi AVE S 7 � � -N y � / IE 78 °N =24.35 _o � I (addressed with other building on Burnett) v V / � at 5'Chn.lnk. iE 24" SW =24.05 m p Non = °' �' 9DE DER 00@S TO 81lt�Tf AV S� � rn -'v � �_ Conc. v I oNrn� og CB RIM= c C �_ / � / ///��iE 8 "WNW -27.76 � � I �+• � Asph. w � 1Y ;� r! I � ( IE 8 °E =2 .76 � � = Conc. Paving A �° � I / 1 — . . — � — - — — I I Conc. � Curb AA��y� S I / Vv — _ V , JJ�� ° �sY I � / y �� 3 NV %L: LX /Siivv^ Siu ^E SE�€R SERVICE ON DfESE TWi® SEGMENTS - OF CURED —IN —PLACE P /PE SHALL BE REESTABLISHED. " NO REMOVAL AND REPLACEMENT OF THE EXISTING S /DE �¢ e= o �° � SEWERS SHALL TAK£ PLACE IN THESE SEC110NS. a � � � g • a...... � ...................................................................................................................................................................'---................................................................... ............................... ............ Q 3 ; ; ; ; ; ; _ MH �2 STA 50%96, 5.0 L7- • - :MH j1 STA 53197, 5.0 LT : Stationed 'off Wells Ave S see sh t. 3 ' w C : : : : 'Stationed 0ff•<Ylllams Ave S see shL 5 - � � - + Q EW 54 H ,� ° o : : : : : : : . RtPLACE WiP+ NEW 54 NNH : RIM EL = 3288 x 40 - - : : : :RIM FL = 31.1.3 : : : : : : : : : : : : if 12" N =' 28.00 M ¢ : 40 w a ; o_ ......................................................... ............................... .............................. !E 8 "E 2800 m o : : : : : .......: IE 12" £ = 27 00 ......� . Z....¢ . � . .. 3 : : : : : .:.... ....:.........:. ........:.........:.........:.. lE 12" W =: 27.00.... . o. ... .. . � .IE 8" N = 27.;10 = co z ._ � a � z � �- � o ¢ - ..o J o :. o .. ..� , � EXI$TdJG SURFACE �ELEVA7IOR .................:.........:.........:......... :.........:.........:.........: �. .... - - x EXISTING SURFACE ELEVAiIQN __ x � � a . Q : — —: — .— . — — . 30 o : 30 �____v___�__�— _.�— �..-- ,-- ..�s•_ � --- -- ----- .— e_94LFOF RED -iN- LINER � - - - -. � 2 12' CU PLACE 2 285 LF OF 12" CURED -IN -PLACE LINER : - EXISTING ss H STA 53.97.3 RIM•= 3i.73 .................... ........................................................................................................... ............................... • • - � � � EXISTING SSMH : IE 8" N = 2 ?.6 Y . JR . IE 8" S = 27.5 �:•"'wns d6� RIM.= 32.88 : IE 12 "E =27.0 J.�tiECr br It8 "E =28.7 • : : ; IE 12" W =27.0 : vq ; IE 8'N =28.7 EXISTING SSMH : : : : SCALE - � � - : IE 72" W = 27.9 .....bilM. =. 30.68 ....................................................... ............................... .. ..:.........:........._........ ........_.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.. .......:.........:.........:... IE 6" NNE = 26.70. : HOf;IZ. 1 �� _ : 2or 9 Gl37EA..,:� `P_ S I� �: E I L: IE 6 "SSW =26.54 : F � r, IE TZ ":E = 26.20 Vert. 1" _: 5' '�SS,c• : : : � IE 12 "•NNW = 26.10' � � - � � _ �` D ; ��'_ � � - o � e�ANNFp OEC 10 9999 � , • - ' • z C) 0 N N r- N o Q, In -5, U-1 cl- t; rj LLJ LU Uj Ln 3: ��n En 3= Z LU Ln LU 0 Lu 0:: 6-1.2 cv-o m LLJ En LU En J LU 'r vp 0 8:2 0 cc o E 3:� E- ,c .2 7 E IE EB O'N 144il MH STA 56 +24.60 S.. LT REMOVE D17S77NG MH AND REPLACE W774 NEW 72- MH (SEE DETAIL SHEET) Ld RIM EL = 36.16 Ld IF 8 "(N) = 30.66 IE 10-(W) 30.56 sq6o27,?dfftGAftf %4w JE 12-(E) JO.67 Z 5.0 LT 9 1E 12-(S) 30.57 MH AND gJ REPLACE IWTH RIM EL = 34.66 NEW 54" MH 56+00 55+00 54+00 IE 12" (N) 29.21 53+00 52+00 51+00 o o ............................. ................... ................... ......... ................. ................... ......... ......... ......... ............................................... ......... ......... < . REMOVE 77NG MH AND REPLACE W77-1 NEW 54" MH klh( EL = 32.88 If 12-(N) 28..00 IE 111(1�1 2&00 :35 - — - — - — - - — - — - ......... ......... ......... ................... . ................. ii < .... ......... ......... ................... ................... ......... ...... — - — - — - — .... ........ ......... ......... ......... ....... :0 --- -- -- . ----------- -- - - - - - - --- - - - - - - - - - - - - - - --- REMOVE EMS7' NG SEWER 30 -------------- : ------ -- -- -- ------ -30 ......... ....... - - -° - -- - - - REMOVE EVSUNG -SEWER ..... ................... ......... ................... . ...... ......... - - - - - - ------ - - - - -- 273 LF OF 12' PVC 0 0.50% -- - - - --- - - -- - - - - -- --- - - rEXC:STING MH STA756+24 - - - - -- - - - - - - - RIM EL 36.16 246 LF OF 12* PVC @ 0.45% IE SN) = 29.70 IE (E) = 30.00 :25 ....... JE ZS} . .30.40 . ......... ......... ................... ......... ................... EXISTING MH STA 53+47 RIM EL - 34.66 . EXISTING MH STA 50+96 REMOVE EX. MH AND PLUG AND IE (tj & S) = 29.90 :ABANDON FTlEl RIM EL 32.88 . , '* W SEWER IE (N) 28.10 xz IN TA '56'1'359' IE (E) = 28.10 La FI . CI, =. 3679 ........ ......... ................... ......... ............................. .......... . ......... ...... ............... ........ ........ ................................ IE (N) = 30.80 ......................... E (W) -27:99......... . • m IE (E) = 29.OD PLUG AND ABANDON SCALE IE (S) = 29.710 WA IE (M = 29.00 PLUG AND ABANDON : Horiz. 1" = •20' W Vert. 1 " = 5' - ................... ......... ......... ......... ......... ......... ........ ..... ......... .......... .... ......... ......... ......... ......... ............... (4 : 231 3 6 IST S HELT ONAL Tr 1-- 7 2 7112- EXPIRES ISI-12171212101, 'ZCANNED DEC 101999 R ,U�LL 161 077 �� N h_ N N Z N �- 33_ 1 s< r - -© v\ �''Q�► � �y� �_ . �. ri iMH J2 3 N MH STA 56 +24.60 5.0 LT REMOVE IXlS7/NG MH AND °' N - - W oM c ° i - m ^� " � � = N \ - ° e - / ° � aQ ° i � r p- � � - � � } � � �, � i EL = 35.00 /E 12 N () = 29.72 Z� �iN ,c�I ' lE 12' (S) = 29.62 55 +00 54 +00 53 +00 � � z [V L ;1/ 51 +00 _ W S W � � W Q (� �� a V =�c w �' 3 _ � � � V E -12 � n� y } � W j � /�' l a _ C1) � �'! a .. H. (..TA .. +... W \ I 1 - J ° J `v : : : : : L_ \ �n . ao REPLACEEW77H NEW 54 NMH •`-� o z i °f a � 0 1 Q 0 0 0 �� E-+ a - -_ — Ems+ W as W - U �i �o . �;....... `` -E a E 8000 -� was 'E �E `� -� W ��t c � o y �� -� ....................... :.. . ��- � <�7 � < �i Y� 8 (E)) =32 .......:. �.......:.........:.. N = �e� T > 1f II � ?�� ° v\ �''Q�► � �y� �_ . �. ri iMH J2 3 � • 1 MH STA 56 +24.60 5.0 LT REMOVE IXlS7/NG MH AND �� - - - W c ° i - m ^� " � � = REPLACE W77F/ NEW 72' MH (SEE DETA /L SHEET) RIM EL =36.16 lE 8`(N) = 30.66 IE 70'(W) = 30.56 "(E) MH 3 STA 55104 5.0 T � -�= 0 8 �� lE 12 = 30.67 /E 72 (S) = 30.57 /NSTALL NEW 54° MH RlM � � � � � EL = 35.00 /E 12 N () = 29.72 56 +00 lE 12' (S) = 29.62 55 +00 54 +00 53 +00 52 +00 51 +00 f a co co /E 8° (E) = 29.72 a _ .....:.........:.........:....... . . . ..:.........:.........:........ .. H. (..TA .. +... .. T. . ..........:.........:.. - J ° J `v : : : : : REPLACEEW77H NEW 54 NMH °f w p Q 0 0 0 — . �;....... E 8000 .... .. ..... ...:........................... .�...0 .....:.........:. ....................... :.. . ....:.........fE'12°(W)'a-27.90 8 (E)) =32 .......:. �.......:.........:.. T > 1f �.. �.....................:........._.........:.........:.........:..... - -_— 1.1 - .� OVEEXISflNGSEWERY.-... W p�' 30 1 �--�-- - ..- ..- .-=---- --= °--- ... - - - - - - = - - -- �_ �•__•_;..;_- - r v- �- -- - - - -- .�....- ...,_.._....�_._�_ »_._r. �.�`.� .,J fir____- _�___-- -�--__ _ - .... REMOVEEXISANGSEN�R .....:.........:... .............................. -- - - -_._ -_ ....... ExrsnNG MH STA'5s +za RIM EL = 36.16 ; ; 405 LF. OF 12° PVC ®:0.409, -- - -- °. - - - -- �- -' -- ____ _ - _ _ -- �� - -� iy y IE XNi = 29.70 : : IE {E) = 30.00 2 5 ....:. JE �s). = .30.40 .:.........:.........:. .............................. .I : .......................................................................... - .R€MO�.ExlsnNC- Mµ..._......:... .................... - ...... .:.........:.........:......... - . ......:.........:.. : 2 5 2 � � : : : : : : : : : : : : : RXMS EILG 3466A 53 +47 : : : : :...................:.........: O � •REMOVE FX MH AND PLUG AND - � �' ;ABANDON (EJ. & (W) 15° SE}4ER : : : : : IE (M & S) = 29.90 � � - � � � : : : � - � EXISTING MH STA 50 +96 RIM EL = 32.88 Q � W •EXISTING MH STA 56 +39 : : : : : : : : : : : : : : : : ; ; IE (N) = 28.10 � .� ..... RIM. �1..°. ��. 19 ........:.........:...................:.........:.........:.........:.........:....... ..:.........:.........:........ � - ..................:...................:.........:.........:............ _ IE E 28.70 _ � • IE (N) = 30.80 _ : IE (E) = 29.OD PLUG AND ABANDON : : � ' IE (S} = 29.70 SC. P.LE � HOf{Z. � �� _ :2�� 1? `' �vns��S - - �SP�ef - H� cT'� : : : .......:.........:............. - � � � : : : : .. ....:..... � � � : : : .. .. _ ....... ... I ( ) - E' W ' -' 77:90" � - : . � : IE (Yn = 29.0 PLUG AND ABANDON : : : : " y W Veit. 1 _ : 5' W....:.............................:.........:............................. :.........:.................... .... ... ... .... .....:........ t ........:...... ....... ... ... :. ... . . . . g�� .�� . . . �I�,,:'410NAl EN . . . . . . SHEET 3 O Z LL WW`J�;% -2722 : ; : : : : : : : E:�P;IaES - : : : : : : � - ,, , �, -_._ <� �k �DANINFD DEC 101999 � • 1 .� �� jrN�_ VS N NZ II\ g N E� �3= N 3_- II � = z l w G -� V! °� I - �� z T r NOTE.- DISCONNECT EXISANG SIDE SEWFR FROM ,N 9 15" MA/N II UNE ON NORTH SIDE OF s'�EET AND RECONNECT TO NEW 12" MA /N UNE. OFFICE x,435 B.M. /{619 -33E SET CHISELED SQUARE 1.5' NORTH INT. BACKWALKS AT NW COR. INT. 1 c l S 5TH ST./ &MAIN AVE S J � ELEV. =41.02 - � / .� 46 'OO. ° / - - - - W k - - O _INT__ -_ G.7 JG7- -SS- N88'24'13 °W _ _ 588'24'13 °E 300.12 I°o - - -SS- 12" CON m -,�- G G MH /.5 iN � G � �� N $ U m 1 STCRY 7.5 STORY HOUSE HOUSE X909 p913 z �� I I_�,,., °�.,_zs .G s`�� w � � MH 5 STA. 121 +16, 5" RT � � � � so NEW 54 MH o _ _o .- MH SEE SHEET 3' RJM = 39.21 t N m lE 12° NE = 31.49 rn \ 3 �� N I I 'a� �ao lE f2'W= 31.39 � � - � 118 +00 - s N V � Q 45 a .............................................................................................................................................. . . ............................... . . . . . .... . oo Q .......................... . ............................... . . . . .. .. ... ........ .. .. .. .... ..... MH'STA.'i21 +76.37........ . . . . NEW 54" . . n � � -, `9 z a ,� . . . . . o . c/i [V : : : : : : : : : MH RIM = 40.ODi ; � � (W!1 Q w _ � = Z : - ° �� Owa. � - IE 12" E = 39.841 � � W a ° : 40 0 ° � JJ W W �" ` a m Id 40 ................................................. m � MH : : ............................... 7 SEE SHEET�6 � : : : ................ : : a ..................................... � : : : ao � o �,z � y .n � a � ...... : ... ........ ... ...... ........ ��EXI . ..F�.. �. . SUNG SUR ELEVA71 : : � O 3¢ �z °- � W X35 W �4 D_ � /� �l FBI �, x o' o c E � 4 -> d � � � E q � N c 7 1' � rn oy a� _ _ - _� -: a 4- / s :- �9 �g : � 1 35 ° II 5 c ��& ZzY off �5 ................... ....................................... ............................... 9 .... ............................................... ............................... .......................... w G -� V! °� I - �� z T r NOTE.- DISCONNECT EXISANG SIDE SEWFR FROM ,N 9 15" MA/N II UNE ON NORTH SIDE OF s'�EET AND RECONNECT TO NEW 12" MA /N UNE. OFFICE x,435 B.M. /{619 -33E SET CHISELED SQUARE 1.5' NORTH INT. BACKWALKS AT NW COR. INT. 1 c l S 5TH ST./ &MAIN AVE S J � ELEV. =41.02 - � / .� 46 'OO. ° / - - - - W k - - O _INT__ -_ G.7 JG7- -SS- N88'24'13 °W _ _ 588'24'13 °E 300.12 I°o - - -SS- 12" CON m -,�- G G MH /.5 iN � G � �� N $ U m 1 STCRY 7.5 STORY HOUSE HOUSE X909 p913 z �� I I_�,,., °�.,_zs .G s`�� w � � MH 5 STA. 121 +16, 5" RT � � � � so NEW 54 MH o _ _o .- MH SEE SHEET 3' RJM = 39.21 t •` . ' • lE 12° NE = 31.49 3 lE f2'W= 31.39 117 +00 118 +00 119 +00 120 +00 121 +00 45 a .............................................................................................................................................. . . ............................... . . . . . .... . oo o� .......................... . ............................... . . . . .. .. ... ........ .. .. .. .... ..... MH'STA.'i21 +76.37........ . . . . NEW 54" . . `9 . . . . . . . o . _ °` : : : : : : : : : MH RIM = 40.ODi ; w v' 0• : - ° �� - IE 12" E = 39.841 a ° : 40 0 ° v v' �" ` 3 IE ,2• SW = 3,.741 : 40 ................................................. m � MH : : ............................... 7 SEE SHEET�6 � : : : ................ : : a ..................................... � : : : ............................... EXISTING FACE ELE9/ : SUR ATION . J 2 y .n � a .... a - : ...... : ... ........ ... ...... ........ ��EXI . ..F�.. �. . SUNG SUR ELEVA71 : : � _ .. ... ... .. ... ......... .... .. .. .T.. .... - - - : : : : : : X35 � /� �l - � - _ _ - _� -: -a :- : � 1 35 ........... ... ........... .T. .......- ..........- ......... ..........- ................... ....................................... ............................... .... ............................................... ............................... .......................... ... 0 0 : : : � REMOVE EXJSTINO 92 -` SEWER 59 LF OF. 12" PVC ®0.%12% - �I ' 0 : .0 0 18 OF 2° PVC ®0.40% .- - 3 0 + 294 iF OF 10" PVG ®0.40% -_ _.. __ __ � __ - -_-- "' - � � EX. MH: STA 116 +49.4, 8.04 LT : : IM L •= 4.99 : : EXISTING MH SLA 1,9 +30.89 5.4 RT ; RIM EL = 36.19 ; EXISIING MH STA ,1:9 +31.76 IF N = 29.7 RIM EL = 36.19 9.44:LT : 25 IE (E) ;- 28.20 IE S = 30.4 IE N.= 30.8 - • ............................... ..9E W - 38.20....:........... { )�. ............................. ............................... .................. : : IE = 30.D `:� ........... {E. E = 290 ...................................................................................... IE S •= 29.7 ; ; ; ; ; ............................... ; ; EX. MH STA 59 +45.21 Williams EX. MH STA 59 +26:21. 5.0 LT - G y RCS IE W:= 29.0 , RIM EL = 35.01. IE; (N) = 29.90 : RIM EL = 35.C3 IE (NGc5} = 29.80 - - c� °F wnsy�4, � ,J � � 4T0 : : : : : : IE• (S) = 30.10 SC.i��E y IE: (E &W) = 28.1D : : : : : : : : Horrz:. � .. _..��} .. : : : : : : : : : : : : : . � � :Vert. 1 "� = 5' /�+F 23169 �p : : : : � : : . /� : I1� {T. •1° T S I I L •� I "t GISTEP ��t4P FSSIONAIiNG O V7lWn...zj_271L Z : : 5 -2722 . . . EXPIRES ' �' . . . . . . . . . . . I� . , ^ _ � z � ."- °CANNED DEC 101999 •` . ' • n � h N a I N � � o �� N _ � a � c _ � - � - N o � Q Z a O z � w F=- � w N � � � a z O w � to � w �' Q w � w i u'9 �_ N N _ - N< � a l� x 3 �., N 3_ � r<-0 �_- S z u .:o Q.� aN .� o z �� 0 3� C~ U � �w W 3a 1--I � �Y �c �o v� �, ®� �'E g �0 c o� d � m g I � 49 ~ J . 3 i F �� &Y'� u O u `J�: N SS _° o as '� `c a � o _o 0 '• � � SHALL BE C900 PVC 53 +00 52 +00 51 +00 : : : : : : : CO 1�STA 52 +11 5.0 LT ; ; ; REMOVE EXISTING CO'AND : 35 : REPLACE WfIH NEW CO : ........................................ ............................... R!M-fL•= 30 .651.......................... '. -� EXIS7WG SURFACE ELEVATION lE 8 (ri1) = 28.18 -- : -- --------- - - - - -: ---- =- - - -- : : 30 I R�ovE ExISnNG 'sEW�R 'i • 184 LF of 8° C900 PVC ® 0.46% : : : : : :25 ............................................................................... ............................... - NOTE - - EX C.O. STA. 52 +11.06 - THIS IS THE ONLY�MAIN LINE FOR THIS • � : RIM EL = 30.651 PROJEdT THAT lS �A DIFFERENT MATERIAL iE (N); = 2s.2sf li : : : : : : : : : : : Iii . � SHEET 5: I �- 27:221 i � (� , �CANNFD DEC 101999 =� -_�� c i 56 +00 56 +00 55 +00 54 +00 a Q ..................... ... .....:.........:....... :tfH.-.- STA' SB+ Si�raO'C T...:.........:............................................................ .............................:. _ __ REMOTE EXISTING •MH AND : : : MH STA• 53 +97 5 0 LT ' - REPLACE WJTH NEjY 54" MH - _ REMOVE EJ ISTING MH AND. REPLACE WITH NEW 54° MH : .. n^ - _ RIM EL = 33.34 : : : RIM EL = .#1.73 ' W "(N) F ,� � /E 70 = 28.2Q - /E 12 (W) = 27.00 ' IE 10'(S) = 28.10 3 5 : if 12 °(E) = 27.00 m W -- -'- - -- : : : : /E 8 (S) = ;27.33 - w : -------------- -. - - -- : - -- ---- �-- - - = - -- � : —: ----- - - - - -- - -- ---- - - - = -- 30= � � : ' � � REMOVE EJ4STING SEWER � ' - �.IJ W � - gas LE of Ia° Pvc ®o.4x . EX. SSMH STA. 56 +50.90 25: RIM EL' = 33.34 - - • ...................:...... ...................IE'(N &S•) - =- 29:00. .:........................... . . . . . • EX SSMH STA. 53 +97.32 Z � - - � � - RIM EL = '31.73 ' o in - : : : : : : : : : : : : : IE (N) 27.6 IE (S) _ X7.6 : : : : : : : : : : : : : : : : : IE (E &W) 27.00 . . . . . . . . . yam:.• : - SCALE � <WASry Qo� y5P � ............................................................................................................ ............................... ............................... . . . 169 p 0P . . . : : : : : : FGISTEPEO\�4' : : ' : : : : : : : : : : : : SSIONA�� - o z wwp-s7 -2722 EXPIRES iirL1- '�7 '• � � SHALL BE C900 PVC 53 +00 52 +00 51 +00 : : : : : : : CO 1�STA 52 +11 5.0 LT ; ; ; REMOVE EXISTING CO'AND : 35 : REPLACE WfIH NEW CO : ........................................ ............................... R!M-fL•= 30 .651.......................... '. -� EXIS7WG SURFACE ELEVATION lE 8 (ri1) = 28.18 -- : -- --------- - - - - -: ---- =- - - -- : : 30 I R�ovE ExISnNG 'sEW�R 'i • 184 LF of 8° C900 PVC ® 0.46% : : : : : :25 ............................................................................... ............................... - NOTE - - EX C.O. STA. 52 +11.06 - THIS IS THE ONLY�MAIN LINE FOR THIS • � : RIM EL = 30.651 PROJEdT THAT lS �A DIFFERENT MATERIAL iE (N); = 2s.2sf li : : : : : : : : : : : Iii . � SHEET 5: I �- 27:221 i � (� , �CANNFD DEC 101999 =� -_�� c i lo W 1 STORY < HOUSE < > #438 < SDM (PLUGGED) :2 JE: 6V NE < _�,32�4 1 �G IE 6" E o L 4.2 Deck CS [E� 13M Deck Deck 30, 3 1 Deckd) 0 o, o a 6 1 I o o M RIM= W IE=2 .2 INT-116+37.01 W W ABANDOIV EX MH, RLL z__ -W (S 5th ST) W EX. 15" LINE W7WO (fUDS- - - _G Williams Ave 3: GROUT PER THE OkCIAL G 12" HP. GAS G La G G-G M4 bi -2- HP. GAS 8" CONC SS G - G -1 7/4" IP. GAS G G-0 GT UG GT GT_ G --IJGT- -0- EX. SSMH RIM=35.03 7- Z� IE=29.8 o + 1 �3_ D A 0 T VJ 0 30' 30' C) IL SSMH RIM=35.01 IE 8" N=29.9 6 c C) E 8' S=30.1 o �E 15" E/W=28,1 61 0 0 c, I J I r) FILL Ex. 15" LINE w774 GROUT PER THE SPECIAL PROVISIONS AND PLUG EAOSI CO 12 m W I o Q� CL......... 60+00 C14 115+00 58+00 1714 ......... < ................... : ......... MH 12 STA 5.9+4521, 5.0 LT ......... ......... ......... ......... r- ......... ......... ....... ......... ......... ......... ................... ................... ...... S • REMOVE EXISTING MH AND ................ :40 g CIA s o REPLACE. WITH NEW 54"m MH RIM EL = 34.20-* 0 - 40: 2 RIM EL = 35.0 IF 6-(W):= 29,54 jj� A7(jV)'= : #7 STA 59426.21, 5.0 T U Lu .......... 40 ............... ......... ......... .............. F_ Ln ......... ..,REMOVE ........... UV& t 11NU'MM ANU ........... REPLACE WrWNEW 54" MH . ......... ;m Lu LU 2: LU Ln 0r_ Lu Ln LLI ......... ................... APPROX 110 Lk OF 6- PVC 0 0.40X • ' CI 'RIM EL = J&O'J �E 81(E) 29.:38 Cl. O (n ED REMOVE THAT PORTION OF- 35: La Ljj. cz: IE 8"(N) = 29-*36 -lE 87(S) = 29.28 - ...... ........ ......... Lu ul aEVA ......... 17ON' ......... ......... 35 SEE MH712A .... ....... 7 EX. SSMH STA. 59+45.21 iE W = 28.2 RIM EL = 35.01 IS (N) = 29-90 Lo .......... o E! • ;T- z E- SHEET 6: E- < ui 34i Lij :0 5 7F 8"PVC 0 0 a 04OX I : WOW E07ING SMR, . .................... ................... W 30 LLJ - -2-1?.7,- 17 Ld E -,E If I? E6. :REMOVE •EXISTING 271 LF OF 16' PVC 0 0.4% 0 - - - - 25: SEWER o 31 ........ ...... ...... ... ..... ......... ......... . ......... Li 25 SCALE '0F 4� lo W 1 STORY < HOUSE < > #438 < SDM (PLUGGED) :2 JE: 6V NE < _�,32�4 1 �G IE 6" E o L 4.2 Deck CS [E� 13M Deck Deck 30, 3 1 Deckd) 0 o, o a 6 1 I o o M RIM= W IE=2 .2 INT-116+37.01 W W ABANDOIV EX MH, RLL z__ -W (S 5th ST) W EX. 15" LINE W7WO (fUDS- - - _G Williams Ave 3: GROUT PER THE OkCIAL G 12" HP. GAS G La G G-G M4 bi -2- HP. GAS 8" CONC SS G - G -1 7/4" IP. GAS G G-0 GT UG GT GT_ G --IJGT- -0- EX. SSMH RIM=35.03 7- Z� IE=29.8 o + 1 �3_ D A 0 T VJ 0 30' 30' C) IL SSMH RIM=35.01 IE 8" N=29.9 6 c C) E 8' S=30.1 o �E 15" E/W=28,1 61 0 0 c, I J I r) FILL Ex. 15" LINE w774 GROUT PER THE SPECIAL PROVISIONS AND PLUG EAOSI CO 12 m W I o Q� CL......... 60+00 59+00 115+00 58+00 57+00 ......... < ................... : ......... MH 12 STA 5.9+4521, 5.0 LT ......... ......... ......... ......... ......... ......... ......... ....... ......... ......... ......... ................... ................... ...... S • REMOVE EXISTING MH AND ................ :40 g C.O. f 2 APPROK STA 115+10, 14.0 LT s o REPLACE. WITH NEW 54"m MH RIM EL = 34.20-* 0 - 40: 2 RIM EL = 35.0 IF 6-(W):= 29,54 jj� A7(jV)'= : #7 STA 59426.21, 5.0 T .......... 40 ............... ......... ......... .............. o2g.5�f .... ...... IE 8'(S):=: 29.44 ......... ..,REMOVE ........... UV& t 11NU'MM ANU ........... REPLACE WrWNEW 54" MH . ......... ......... ......... ......... ................... APPROX 110 Lk OF 6- PVC 0 0.40X • ' CI 'RIM EL = J&O'J �E 81(E) 29.:38 REMOVE THAT PORTION OF- 35: La Ljj. -1 IE 8"(N) = 29-*36 -lE 87(S) = 29.28 - ...... ........ ......... EXISUNG SURFACE ........ aEVA ......... 17ON' ......... ......... 35 SEE MH712A .... ....... .......... EX. SSMH STA. 59+45.21 iE W = 28.2 RIM EL = 35.01 IS (N) = 29-90 Lo .......... ....................... JE 45). to. .......... • IE (E&W) = 28.t SHEET 6: 30: Lij :0 5 7F 8"PVC 0 0 a 04OX I : WOW E07ING SMR, . .................... ................... W 30 LLJ - -2-1?.7,- 17 Ld .. ... :REMOVE •EXISTING 271 LF OF 16' PVC 0 0.4% 0 - - - - 25: SEWER o 31 ........ ...... ...... ... ..... ......... ......... . ......... Li 25 SCALE '0F 4� W Hoaz. 1 11 = :20' WAS S" pa EX.: SSMH STA_ 59: +26.62 Ve't. 1 " = :5' RIMm EL = 35.03 IE. (N&S,) =. .29.8.0, ................ ..... : ......... ......... ......... ......... EX.: SSMH STA. 59+45.21 23169 �,STC,, 01, GIST-S SIONAL o wvvO -27-27zz IE (N) = 29.90 = 30.10 WILLIAMS AVE S z �E 0 I E E&W) = 28.1 EXPIRES 8-7-1-4RIlit ROLL 161 Aff 'M u 8 1 115+00 116+00 ........... ............... ................. * ...... ................... H f 12 (See Profile for Williams Ave S) 40 s ................... ................... ...... S oR �o 0 ................ :40 g C.O. f 2 APPROK STA 115+10, 14.0 LT s o RIM EL = 34.20-* 2 IE 8(E) 29.98:6 35 .......... ......... ......... .............. <: .2 :3 5 Q 30 APPROX 110 Lk OF 6- PVC 0 0.40X 30 REMOVE THAT PORTION OF- 25 ia, SEWER THAT IS BELOW THE NEW 6' SEWER; 25 ................. ................... ......... .............. .... EXISTING ......... ............. MH STA 116+49.47, 8.04 LT SEE MH712A RIM EL: = 34.99 E E 28.2 EX. SSMH STA. 59+45.21 iE W = 28.2 RIM EL = 35.01 IS (N) = 29-90 .......... ....................... JE 45). to. .......... • IE (E&W) = 28.t SHEET 6: :S 5TH ST -2221 -2-1?.7,- 17 -CANNED DEC 10 1999 N N N N 0 I� ►, r� J N, �iN Z �3"' 3. �< z; z � • 1 C�J rn � I ` I i I \ I � � � I I g � a a t � I I I \ I � I I I � i I `�� `� I i I 1 I I I i I I ° I � � i I �� i i i I I I � } ° �- I i & i I � � i I i I I i I � i F.�. I � I � i \ � \ SDMH RIM =42.75 � i ' };�'' I � I I IE 6" NE =39.7 i �' I I - I �,%'� a - IE 6° W =39.2 _ I 'y' I �� N O `- I I I CB R:M= 41.82 \ \ v` I J '° ro Z d � I ® I w3 I IE 6" W' =40.3 �j I i i ., I 'a �.�/ � � `� I DRAIN RIM = 42.37 ` � I � I \ 3 I I ' � Z it I CB RIM =42.34 � _ \ / \ / I �. SDMH RIM = 41.22 - / /y I IE 6" NE =47.7 I IE 8" E =38.2 \ 3C' f` L1 i Z W N tM IE 6" W =47.0 I 1 � ' I � I o i /yam i \ i IE i2" N =38.7 W¢ �� Z `- s I I i SDMH RIM =42.42 i � � I I _ I I IE 12' S =37.4 J W W - � - !E 6' E =39.9 `� � I - (PLUGGECt \\ � V = W I SDMH RIM =43.70 � � � I IE 6" N/NE =39.8 i � I u i n : I I \ 72 00� � /� IE 6° NW =39.4 - ° a I w I S d 5� i� NO PIPES VISIBLE I�A I I IE 8" W =38.9 I ® �' I I a ° O W � \ WATER LEVEL =39.5 Y Y �� I - : I ^B RiM =x0.94 � � � m 9 LF• (J` AVE � � \\ a � I IE 8" E =38.8 - � (° CB �vi 40.75 y � .7 � CB RIM =47.90 � _ a I o IE 7 =38.3 (n I I � IE 72" 5 =38.6 I IE i � =38.3 W , � IE 6" S /SW =40.6 ® \ I I uj U r � Q ®� a I Q / � I Q I i f _ W � I \ - -- - - -- '- I � I m GN 3W A W 0SN ® W3 O e O ✓� ° � ` o` -__- - ® __ W W % � 4' DI z � _. m 3 0o W W W C L - � I w 3 0$ /0 "Z1 - aY-6 -�( N - � - -- CONC MH /71 - _- + -_ 5� _ `\ � � 01'28'23'E W o N W W --Dao W I °n � ? w' 8' - _ t4 z - _ � I G � 3- -6` DEACTIVATEp G H jf0 560.33' -�- 3 - � � - _ __� _- -_- ° _.__ � �� o II' N '�-,j a o N - G G - G I 4" IP. GAS G G c> 6" DEACTIV �� G 3 8" CONC SS r"tu - - -F -- - - -�- � MHp < m G G � iR3 � - � � � s � ' -_y/G ,G r I G G 6" DEACTIVATED 3 N ®O 3 � � I ® �' -- - --u c � G - e" LPG As - - .�., F Q - -- - `�' � r < � � /� .n u.i ' SS FLUSH BOX - - -- - -- \ ris- -J ��GT � O ° ZO = c F--1 W a 2 � ABANDONED r 1 �- --kJGT 0 �Ny \c I HORZ. PIPE =38.8 °' I � ' - - - - -- G GT � C'��, a � W v i I � � i GG�� 1 II I ``\ ES~-- 35.71h1 =42.02 GT n I i G I' - - -- - - - - -- ® , T � a A® \E I \ I SSMH RIM =43.79 H 1 �' � II ° \\ a ! > ! � 1 I E 6H E =34..8.28 � I oi79 00 ,-Cn �''- I IE 6' 5E =38.2 � I I `\ I a I a I I IE 8" N/5 =34.5 �' � - I � `� x'327 WELLS AVE 5 �, : I � � N � � �� I I IE 6° NE =38.2 i III I � ` � I I � I I C9 RIpA 40.40 � a o � � IE 8' E/W =37.7 � I / � I � � IE =3:1.3 J I I II L I \ n � II a" � i I I II LL i � i � I M i I � 3 30' I � 30' - I _ M o ABANDONED I I II ' SS FLUSH BOX I � E66' NE =39.9 � v � `\ 1 I � I I "m' �_ / I� o � I HORZ. PIPE =39.8 I I � I `\ `\ ``\ I I I I I � �� I I I I I � `\ \'o ``\ � � I I i I € I � I ` � � I �i - I I I 1 `� \ � I i � � � +II i II I f o �� I I � � I `\ `,� I i I I � II � N Y W� I I I I ``\ _ I I I I II i i I I I I `\ 1 I I' I ra � �� _ r 2 > U 2 Ei� OB.O FiJ i a � i � � � '4 67 +00 66 +00 65 +00 -. 64 +00 63 +00 62 +00 � ...... ............................MH• r rA 6�r -14•s zr.......:. ............................................. ............................... .............. : INSTALL •NEW 54° NH ........:........ .:.........:.........:......... : .........:.. .......:.........:.........:... MH • O STA 64+76 5 :Q LT...... .:.........:.........:......... _ .. • '_ RfMOVE'FJC /S71NG MH A,7 STA 66 +76 � � i � REMOVE Q7S71NG MH AND w RlM EL =MATCH DL SURFACE ELEV. � : of `I REPLACE :W.'7Fl NEW 54' :MH EX. Mb STA 62 +92.6D 6.06 LT o ...... ..................... ....(): -MATCH EX. 7E..... olo of E : - : _ : : : ° oa °__ _ ¢ lE 8' S .................... � ..EXISTING. SUHFAC�. ELEYATIDN......... pt... JI o........ : ol,� ..... .. R/M EL = 42.02 0�' RMN� T N4EW OPlPES TOD J b ° � -:- ..: : P� "O ......: Q�� I° lE 8'S X35.60 `°'�.. £XlST1NG INVERTS �.�..�. .�� 45� x m .. i L ........ •Of� .... tN) ..........:......... :. X� .... ............................... ... ............... oxn x�� 4.� ............... r 45 C) EXISAN FACE ELE _ _�_ /E = t • •6 $UR • •VililON � iE 8`(Nj • � 34.SSt� �!� �o�{ 8 °i5) 34.45 '~ °ice oi3 fff a;. . {i : 11 - -- - ------ -- - --- - - - -- -- - - - 4❑ : � i . I t INSTALL APPRbX. 12 LF OF b PVC : I .- -- --- - - - - -- : - - - -_ ------- - - - - -- - - f 1 -_:.._ - -- TS- ....... RER•fOVED� a A'l>ti�tSCE .....:.........:. . ; :, ....:......... _ .�........ ............. ............................... ..... ............................... .............................. .......... . 40: ______ �� Lt -_� __ - - -_J MATCH EXISTING__GR_ADE � � - � � � : � : : : : : ��: : SSSEWER FLUSH 90X 1L _e ®____________�_______. _� 35 ABANDONED) ; ; ; ; 234 LF OF 8' CURED -IN -PLACE UNER � ----- -°--------- -----• • �7oRlz PIPE IE 38.80 � � : : ........ ................. A9ANQON. E?4 ........:. R�Q�...:........ ERER W 3 5 ..................... .SEWER LINE• EXISTING MH STA 66 +76 . • .........:......... : .........:.........:.........: .........:.........:.........:. ............ 17 OF 8 PVC -- _ SANG SERER.... � .......... . • GS �REMOYE EXI ...9 L•F � 0.59% - - _,...._. - - zo ; RIM EL = 43.17 � � EXISi1NG MH STA 64 +76 : `- --=---- °- - - - - -- ; � � IE (N & S) = 36.2E RIM EL = 42.02 _ 104 LF OF B" PVC ®1.31% N ' - IE (N & S)�= 35.70 EXISTING MH STA 62 +93 . : : : : RIM EL =. 41.28 W � : IE N & 5 .........:.........: ...............................................................................:....... ..:............................ :....................... : : _ _ .50 : 34 IE (E) •34.80 W : : : �1s�oF W�RN S� ......:.........:.........:.........:...... ...:.........:.........:....... ..: .. ..... ..:..... .. ..: .. .. .... ... ..: .. ... SCALE • ...... Vert. 1 " _ : 5 ....... y : w EXPIRES � - c C /� . �, z , , p ,CANNED QEG 101999 �• � �: N N m a� � � � ��_ � � I � � i i � I I I ' ;_ GARAGE - N I I I I I � I i i i I i o I � V0. i 30' i I I i - I I I � I y I i I i i i I i I > � 3 a I � � I I i I � I � � I N I I i I I I I I I �'- � I I j � I i I i � I I I I W dS � .� r"1 � =39.20 I � ! � I I i I I ni � � 0 � 36.9 I SDAiH R,IM =39.25 I \ i I !� � � 36.6 3 IE 6° SE =35.4 I I N � / I N N � "r- e Z �- � 35 a o °- IE 8' W =34.85 i � I „ � ..., / I yr - � > I I w i i �j �� u! IE 8" E =34.75 i I ¢ u - � \/ I N I � I I 1 STGR" i � Z W N N 117 00 z - � I � t a I � � rn N� W W c CB RIM =38.73 1 c J I n a° I Q a � I � �� i � � 'g' I HO 38 iii � W CB Riht =38.65 v IE 4" S /SE =37.3 - a � ¢ ¢ J I I ¢ () s NW =37.3 I n O -r � � � I SDMFi _ � _ � IE 6" S /SW =37.2 - - < 9 � I I � I � � IE 6- ~ d 3 CB RIM =38.3 I I � I � � I} v I � I IE 6" � 0- m =39.15 0 0° =36.8 i � ® - � ° � '. 'k I I � Ic 6" ° � � rn � =36.0 � o I � I I � w � W ® � _ ° � ry IE 8" > � i ILLI ` S �� 'N W Q < a I N - Q n O Deck I � Deck o I G o °� n I C } W Ci•1 rclk �i 3 � v / U fn I wood I Deck ¢ n O Cn Q � - 1 5 i yp Conc. Walk As _ I I O w� v � W ° .,� to - � I j� � Y/ o W W -0- o I ® ® Conc.Walk -____ ___ WUGT � m M W N' W W � y a° 12' HP. GAS c� �' �ry W " 4P fi� G ° _ G -° IW W - F- - _ -. _ _ .-�_ =64 +97.07_ _ G G G G � , N ; �� MH {f4 8" CONC SS ° v- - - H- ° _ G G 72" P. GP.S a G -G �' i.J.� r '� N _ � . c 3 W -� _ _ -_ S01'2 '40 "W ° -_ _ -_ r _- ° G 72" HP. GAS z � � o tIGT O G GG -2 GIP GAS G G tO 3 � 559 "+ 8" ONC SS -- .}-II�- - -- -- _ -_ _ �,. tV � � r� y a� O GT GT G G G M G F-i s` G G G � G OT G 2' G.4S - -G G o E 3 GT G G ;1G G GT �� e o G GT 'GT GT 2' HP d ,�; 3'� �Z �a __ -_ o_ G G ® GConc. Walk - G G G � GT GT W " 9 t,i o- A� 3 _ � � W 3a - - - - -- -- I GT GT- 1 �E o_ ,NV � � � SS H RIM =39.33 I " ° z ®� m E I c ° � I RIM =37.27 I 11,.1) ,� x ■1'® �£ � � � ° � G I � 013 =32.3 � c 1 _ °� f S � � rn ii °' I .°� � 1 � I � o� I CB RIM - .2.; O �1 c L2 v ~i I ui' I I � I w IE =33.4 r ` � `� I a y"m I� w r I Q I w� �o ao i �� e I � N � ¢ `� o � N ¢ s �^ c rn I � � m �� I � i � � ¢ �� ® I � s I v ,� i v a/ /1 ^� i � J vl i y�j I � � I z � � u g�,/ V/ o� I � o � Z I � ° co I �j i' ' c I i x �� I I ° i N I I ° I �N I 3 � o I I � I I I = I 30` � 30' I i i �o i ! ! i i � ! i i I � i ! i � � ! i °4 �W° I I i � i i I a � ! � n � ��` j � I i i � i i i i � ! i °� � I � � i � i i i i i i � I i i � ! ! i � ! i U s � I 111 ¢ S > U ®� o_ --i d ..d -J C � � U � 65 +00 64 +00 63 +00 6� +00 61 +OC 60 +00 '� ........................ o.......................... ............................... ..... Q_ ... .........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.. .......:.........:.........:... : MK, 14 STA 64+$6 5.0 LT ; ; ; ; ; ; ; ; ; ; ; ; ; ; ° c R i !O EX1S71N .q Q J � : REPLACE W77F1 NEW 54° MH : : ; ; ; ; ; ; ; ; ; ; ; ; ; ; �'.. RIM EL = 39.33 MH 13 STA 621-08 5.0 LT w � 4 5 ° ° /E 27'(N) = 33.40: - VE EX�IST7NG M 5 ANDM - '.. c RE x ..................... •_`o .¢............ /E & °(S)•= 33. 30.......................... 4.............................................. �..................... ............................... . REPLACE. 7H.NEW. '. H....:........................................................................ ............................... '.. m o : : : ° : - : : RlM £L = 37.27 : : o _co o o _ lE 8: (N) = 31.15 3 o j lE 8!'(S) = 31.05 o - o � .. o ° ' 40 - � � � o o ¢ � EXIS7ING.SURFACE ELEV.411GN [�O s o° J � - -- - - - - -- ` -'-- -� -- ....:.Q .......:........ .....: ...:... ...:. ° .:.........:.........: .........:.........:.........:o ° ......:.........:................... :.........:.........:.........: .. III ...... W D Q D ..0......... : : -- -- -- - -- --- _-- - - - - -- - - -- � � - 35 w .........:. ..:.. ..:. .:.........:....... • .. � .....:............. n � : : ----------------- ... ' °---- �= -- - --� -- ... ..:. REM04E EXISTING SEWER .....:.........:. .......:.........:... ......:.........:.........:...o ...:.........:.........:.. ...:.........:.........: - - - - ..:....... ..:.........:.........:........ .......:.........:... .p W _ REM04E EXiS11NG SEWER W N � � - - 274 LF OF 8° PVC ®0.78% � - � 3 0 W :258 LF OF 8' FVC ®0.59% - - _ 3 � - EX. -SSMH STA. 64 +86 �rR (n RIM •EL = 39.33 'SCALE 5;.�-WASH Ns+ � EX. SSMH STA. 62 +D8.34 IE _ 33.4 • Hori:z. 1" _ •2Qr V�P�e` NSt RIM EL = 37.27 _ W : : V21't. 1 rr = .cJ' m IE = 32.30 : ; 3169 tuQ ' . : : c/sT�'``��2` : : : : : : : : : : : : I I i T FSSIONAI -�G : S � E C I � . '. Z wwp _a7- a7az . - EXPIRES ' . . . . . . - : . . . � - � � � � 'I C h • .� _ � ;� � �y °CANNED DEC 101999 s • • t : I N �� C r N �3r, A� 3 C z r I n N I � �,\ � m I I I I N CB RIM = 40.30 IE 8° W =39.1 I M I �o � \ � \ \ : : I� � \ � � , n -SDMH RIMT40.83 NO PIPES VISIBLE I °ro I CD RI'.t, =40.41 � V I N�`�a� WATER LE'yEL =37.9 � iE 6° E: =38.6 � �� : : : : : : : : : : \ Q - ° � L I ; ; ; ; � 45. Y lE 8'(S): = 36.02 �°-° y`` REMOVE EXISTING MH ANDH w _Y N � � .. .................:.........:... Z n- � M .....:..... .� J Z (V � ............................... ° .J L� z _ o ° ................... E 0 _ ........................... °I' �° W � W 4 ..................... m - � d J W m o = : � EXISTING SURFACE ELEVATION• (Ji � Cn if 8'(N) = 35.0 /E 8(5)=34.9 : 'in � � of W � G Q i� � /{ Cn � J _ p � -.__ ❑ _ N W INT =70 + -_ o �- � �o a J F � ��jj F-+ s � : : x o a o � °v LJJ E"I �¢ v _ n I,i -- t�-r W�y a' a LJ.I Y-I rn o � �� AA �E d �' C rn I n d o N i a i� , _ s 4 SSCO RIPA =41.19 TOP 8" VERT. - ' ^ PIPE =38.3 _i � v' � �� c /� �= o �� II y=� ra �i �1 Q S > V 2 �a E' 0 6 �� W � i I z I oRm =3. - -- I J � IE 4° E =39.2 � I I I � � I I � I I � I I I I I � � I I � I � I I I i � I I � I � � I I � � I � I � i � I � I I � I I I I I i I I I I o I I c n N I I O CB IP.IM =39.09 I a I' S° W =37.7 __ I_... __ __ I / \X \ i \ I \ \ I \ I I� I I I I I I I I I I I � IE 8' NE =36.9 I IE 8 5E =36.6 IE R" C'�Po' 35 4 I \I I CB RIM =38.65 -� I IE 6" S /SW =37.2 `1 -SDMH P.IM =39.15 �� I 1��\ I \� a\ .\ W -- O W a....................... I I � �,\ � I I I � I I I I I ' \ CB RIM = 40.30 IE 8° W =39.1 I M I I � � \ � \ \ : : I N I I I \ � � , n -SDMH RIMT40.83 NO PIPES VISIBLE I °ro I CD RI'.t, =40.41 � V I V ' I \ \ WATER LE'yEL =37.9 � iE 6° E: =38.6 � I o : : : : : : : : : : \ d o N i a i� , _ s 4 SSCO RIPA =41.19 TOP 8" VERT. - ' ^ PIPE =38.3 _i � v' � �� c /� �= o �� II y=� ra �i �1 Q S > V 2 �a E' 0 6 �� W � i I z I oRm =3. - -- I J � IE 4° E =39.2 � I I I � � I I � I I � I I I I I � � I I � I � I I I i � I I � I � � I I � � I � I � i � I � I I � I I I I I i I I I I o I I c n N I I O CB IP.IM =39.09 I a I' S° W =37.7 __ I_... __ __ I / \X \ i \ I \ \ I \ I I� I I I I I I I I I I I � IE 8' NE =36.9 I IE 8 5E =36.6 IE R" C'�Po' 35 4 I \I I CB RIM =38.65 -� I IE 6" S /SW =37.2 `1 -SDMH P.IM =39.15 �� I 1��\ I \� a\ .\ W -- O W a....................... 70 +00 69 +00 68 +00 67 +00 66 +00 65 +00 a. Q : : . .................................. : MH 6:STA 70 +32 5.0 LT ............................... : : : : : : : ............................................................................................................. ............................... • w : : : REMOVE' EMST7NG CO AND REPLACE W/TH NEW 54:MH : : � : : : : : : : : : : : : : : : : : : : ' : : Q - RIM EL = 47.75 � MH /5 STA 67 +72, • 5.0 LT - ; ; ; ; � 45. lE 8'(S): = 36.02 �°-° REMOVE EXISTING MH ANDH .. .................:.........:... .....:..... .� J ............................................................. ............................... ° .J R PLACE WITH NEW 45' M ...................... _ o ° ................... E _ ........................... °I' ............. ..................... m - o = : � EXISTING SURFACE ELEVATION• • `o if 8'(N) = 35.0 /E 8(5)=34.9 : 'in � � of ' J° o o � � o�V1 : : x o LJJ -- LJ.I ° :REMOVE EXISTING SEWER : : : 0 : : p W : ZZ��'j J:: ____ D : w_ : 35 .... ..........:.........:.. ....:........ ........:.........:. ........:..........236"LF'OFB °. PVC®' 0. 4%. :.........:.........:........ -: _____________ � -- ---- - - - -- °- ____ ° °- --- - °- --- 4 - °° - ____ _ °' -- °__ _-_-_-_-_--_-_- °_- °_- -_ -_-- -- ° -- � .....:.........:... O ; . . EXISTING'SSMH STA. 6T +72.35 . . . _-°_-_- _-- _- _ _-_� _ LF OF 8" CURED -IN -PLACE LINER ° ° -- � -- 2 &2 . . . °- ° . ; to RIM EL =40.19 � � EXISTING C.O. STA. 70 +32.02 RIM EL .= 41.15 � IE (N &5); = 34.90 � � • 30 30: IE (S) _ 36.253 : : : : : : : SCALE ; : Vert. 1 " _ : 5' ww�o - TJ -1% ?Z ; ; ; ; ; : : ; ; I3�g .......................................... ............................... ; NS �F LYASHi40o : : : : : : : : : : : P '� y 4 IsT�`� �� J n G C "I° I V .� ; SSIONAL� : : : : : : : : EXPIRES : : : : : : : : : : : � - � � � _ z� � � v r? �CANNF.D DEC 1 01999 • ' i N C�V) l V N r3� N 3_ pp��1 0 !�h z a I •, '' � _ - - ` ,caNNFO DEC 1 Q 1999 v r_� fh ✓� N Nz N B l �3� 1 � <_ c z o • • �: �� ; ;�_ > >� _„ �� CANNF.O DEC 1 01999 C Cl%j� °off m 25 +00 24 +00 23 +00 ............................... ......... ............................... : 22 +00 21 +00 20 +0 .. . ......... .. .................. ............. ................... ...................... ............................... .................. x 35:......• --......... :................... :................... :.................. ....... ..:.........:.........:........ :......... :......... :......... :......... :.................. ........... :................... :......... :. ........:.........:.........:........... .........35 n W F !!!!!!llZ....1111 I UJI Oa m EMSTIN FACE ELEVAPON af cd Z a V! LLI W N Z s � N W Q CJ ..... .... ... ............ . y � W — — - H2 LF OF 12° CPEP STORY ARAGE O W fn En — — W ¢22 1Z 3: LLI N - m j I Q SMH Rit 505 BUR IETT AVE I 0 C) C o A� a C r < E- \a ° m£ �E 2 STORY _ I HOUSE a! f < i r S r I I #515 BURNETT AVE S (y CARPORT I � GARAGE BURNETT AVE S IIS X200 06 °;.j moo I � I I z�iil I \\ 3 Y Caro I ,-a� HSE# 501 m w I w= I 1st FLR.= SSMT.= 95 a l M. :TT AVE S I I I I I I I #519 BURNETT AVE S =fiM jwwz , I I W I o ¢ a m V MH f21 -.-elm -• _ � T-- i — � -- - -r^ � vT w m r— r NZw (�,1 av �wm I I I I I om I co u � I I IIiI II I i SMITHERS AVE S g MH 421 STA. 22 +74 0' RT o a REMOVE EXISTING MH AND II Y 5 Y REPLACE WITH NEW 54' MH RIM = 29.8* /E 8'' S =26.91 B — C8 2 STA. 23 +62 3.0' RT IE 8 N = 27.01 REMOVE EXISTING C8 AND REPLACE WITH NEW T1PE -I CB C8 /STA. 22 +79&11711 8 35' RT RIM = 30.7* REMOVE EXISTING D EXISTING MH STA 22 +74 EXISTING MH STA 19 +92.30 REPLACE WITH NEW TYPE -1 CB RIM EL = 29.87 RIM EL = 29.71 IE 8' S = 27.20 IE 12" W - 23.26 c !E 8' N = 27.20 IE = 30.0* IE 8" N & S = 26.97 g IE 6' f = Match Existing IE 8 N = 23.37 IE 8' W =Match Existing io IE 8' N = 27.32 of a................................................................... a 25 +00 24 +00 23 +00 ............................... ......... ............................... : 22 +00 21 +00 20 +0 .. . ......... .. .................. ............. ................... ...................... ............................... .................. x 35:......• --......... :................... :................... :.................. ....... ..:.........:.........:........ :......... :......... :......... :......... :.................. ........... :................... :......... :. ........:.........:.........:........... .........35 EMSTIN FACE ELEVAPON 30: _ REkGIC- EXSNG• E ...... .......... .......... .......... ......... ;— ; REMOVE EXISII92 STORM ..... .... ... ............ . — — - H2 LF OF 12° CPEP . r _� 193 LF OF 12 ";CPEP ®0.268: REMOVE EXISflNG STORM 349 LF•OF 8' C900 PVC 0 0.55% 5 W REMOVE EXISTING -- — — -e — _ _ °_ _ - — — _ '_ _ 5 i �.....:.........: L SEWER ....... : ............... W .........:.........:.........:....... ..:.........:.........:........ :.........:.........:......... • . EXISTNI . •. PVC ONO. REPLACEMENT 1HIS RUN) .:....� -.... _._. .� :. ..�.. ................ . . :.........:.........:........ G g _ — g :.........:. ........:.........:.........:.. .:......... :.........:. ........:.........:.........:.. ..... ............................... ............................................................................................................ ............................... - SCALE ., s`� °Fw °R 1s : : Hor.z. 1" = :20' Vert. 1 " = :5' . ............................. .............................. .......... .......... .......... .................... .......................... q9 69� �Q ...........,...... .......... ........... ............................:.........:.........:.................. ......... ......... .......... _... SHEET 13 S /ONAL� z WWp- 2J - ?�12 EXPIRES 7 a/� 'Z / L. G.1... ^CANNF9 DEC 10 1999 ROLL ltg`ikl 0 N � �- N ~3N a BURNETT AVE S �� °a i r < .-'n z� c — — _ — � �� t.,y �WNy �..) W �c I I c° �� a I I I .� � E � \E r IN��Ga� i i , °o � o N I V I ` � <FF � I I I L I N �"f +�' n N ' � � C Z d GARAGE � Z L N t � � W C/] � C> S = � �- � �� O "DM!? RIM =323. c/') � c r _ L � L � L "� E N a e N 8" 5 =27.0 Z - _ N � �- wz Y= ~3N a BURNETT AVE S �� °a i r < .-'n z� c — — _ — � U � W a a t.,y �WNy �..) W �c I I c° �� a I I I .� � E � \E r ' � � t '� ` °' c � a � F \ u z ;� �'- - -3 KIM tL = SL.3. IE8 "5 =29.1 1.34 RT � • . � •. �: t BURNETT AVE S _ — � I �c n I I 1 112 ooi I I � I I � II �N�I�Sm I I I „ -- i , °o � — .� I I �� I � � I I I I '\ GARAGE � �� "DM!? RIM =323. (� �I 8" 5 =27.0 I ' o �I n Mm � � 1 STORY 11��3 �zvl� — a— — a _ — — � _ — o — � — — _ _ � — _ //610 — — � � � ro W � �� _I I - o to 1 STORY GARAGE — — � � 0 0 a W 0 v o° MH g22 a — — _ _ _ — — — — — � 111 00 � � — — � I I I � � � �— //611 ROUSER WAY °c SMH RIM 3 .33 � I I IE =29.1 V �� ISF.t�.GE ti � li 0 1 STORY APTS I I c: �� V U X602 -606 � ��--+ I N N I I w I I � t-- �_ � o ._ _ �I I i REMOVE EX MH, FlLL 7HE EX. 15' � I ,eN� I o o LINES TO 7HE EAST AND t I I o � I I SPECIAL PRONSION I I � I � AND PLUG I BOTH ENDS 7HlS JNE ALREADY \ � I I HAS A PLUG AT THE /NTERSECTION I OF BURNETT AVE S RIND S 57H S7, I o N \ I I I N � I �-- ._ � I - I I I I I \ I I rncv.n cv `O `�j�NC^v3 ( ., f I o SMITHE�S AVE S KIM tL = SL.3. IE8 "5 =29.1 1.34 RT � • . � •. �: t I I I I � i I I � I I I I i i I I I I � � � � � a I - - - - -� � I (� , -- � C � O I GARAGE I � GARAGE GARAGE GARAGE � TO 579 GARAGE I TO #537 ARAGE � # � TO 525 I 573 TO #517 � # - _ - - ITO //507 - - - � Grovel W 111 O - - � o 0 — — 'o MH �5 m N LLJ �On 7/2 Paved MORRIS AVE. 5. GARAGE GARAGE I TO #.508 TO #572 GARAGE GARAGE GARAGE TO #520 TO //576 SSMH RIM =29.52 O #524 GARAGE Iti � - _ IE S" N. /S. =26.8 TO /f530 - 30.84 � I _ I I I I � i � i i i � I � I I I I I i I I i I N I V. I T,1" "\ Paved I I U—I ,I' a � I I I I I � N � °' � � a � I I WI I I I r N � s 2 LEVEL 4 -PL.EX HSE. #544 I N � � a � 4 0 � MH �4 STA. 20 +30.45 0.79' LT _ � 1st FLR. =28.44 NO CRAWL SPAC` T' �- Ll! I [I (t$ IE 8" N = 22.03 a a � MH 25 STA. 2i +98.46 0" LT INSTALL NEW 54" MH � I PVC TO CLAY TRANSl710N RIM = 28.3t I� n ' � O � �' �n Ni ��t "�1 � za � � � ® �� I W � W > 21 +00 20 +00 v; � U _ � d o C9 RIM =26.74 IE 6 "ESE= 25.E;✓� BASE =24.2 � � d � ® � � ................................................................ H 8. 6 � Z �= I } ......... . . . W � W ASPHALT U � EXISTING SURFACE ELEVAtION z � IE N =22, o \IE t E =2 i a � 0: � Q N 72'W =2 a O1 :..ACE � c . �O � z N _ � �o � y �+ s'c � � _ � a -_ — O o.� � 3Q 'J'a � � 3 _ ...: 3 v' � U . � �.; a � z�= R � -.v _ �® � REM04£ EXISTING SEWER I--I �� cE — j�l~ : - - _ .- - a =� a ' E I � \E �'N r GARAGE To #s4D - C � ii ` �, - -- o �N o� a� o f g 1 m Gravel GARAGE m �� / �, �, �� I �Q � .y .— � _ _` 'REMOVE EXIST7N6 SEWER N II ��o � I II I TO #538 _� � y °� � I � I ? - S^ � — -___ � Q § U > � � U Z ., 3 I I I I � i I I � I I I I i i I I I I � � � � � a I - - - - -� � I (� , -- � C � O I GARAGE I � GARAGE GARAGE GARAGE � TO 579 GARAGE I TO #537 ARAGE � # � TO 525 I 573 TO #517 � # - _ - - ITO //507 - - - � Grovel W 111 O - - � o 0 — — 'o MH �5 m N LLJ �On 7/2 Paved MORRIS AVE. 5. GARAGE GARAGE I TO #.508 TO #572 GARAGE GARAGE GARAGE TO #520 TO //576 SSMH RIM =29.52 O #524 GARAGE Iti � - _ IE S" N. /S. =26.8 TO /f530 - 30.84 � I _ I I I I � i � i i i � I � I I I I I i I I i I • • � � � SMITHERS Ai%E S I V. I T,1" "\ Paved I I U—I ,I' a � I I I I I � � � I I WI I I I r I I CB RIM = 27.25 IE 24" CMP V/ = 23.85 (24' CMP APPEARS 2 LEVEL 4 -PL.EX HSE. #544 I N � � �' I C MH �4 STA. 20 +30.45 0.79' LT TO BE STORAG� PIPE] 8" CMP S = 23.8 HAS 1st FLR. =28.44 NO CRAWL SPAC` T' I I [I (t$ IE 8" N = 22.03 �E a MH 25 STA. 2i +98.46 0" LT INSTALL NEW 54" MH � I PVC TO CLAY TRANSl710N RIM = 28.3t I� RIM = 30.21 lE 8" S = 25.43 "N J TE 8" S =22.21 /E 8" N =22.31 I 25 +00 �� I 22 +00 21 +00 20 +00 v; U GARAGE C9 RIM =26.74 IE 6 "ESE= 25.E;✓� BASE =24.2 I I � ................................................................ I I ° SSMH P.iM= 8. 6 I I TC #535 ......... . . . I ASPHALT U � EXISTING SURFACE ELEVAtION z � IE N =22, o \IE t E =2 i I � 0: � - - - - - :.�..�� 72'W =2 a O1 :..ACE � c . �O ..... `E m 4 D � I .. ......:.........:.........:.... -_ — — — — — _ ___________ ...: 3 v' I 08 +QO S R � -.v _ �® � REM04£ EXISTING SEWER EDGE OF ALLEY AS LT — MH 6`24 : - - _ .- - I .L � tj _ ASPH.: -- cJ''S— — - � N - - GARAGE To #s4D - -- - -- o �N I l o f g 1 m Gravel GARAGE � .y .— � _ _` 'REMOVE EXIST7N6 SEWER � I II I TO #538 � I � I ? - S^ � — -___ � o f I I `I . � � : : : : N I I TRANSITIO�I FROM EX. PVC (FROM SOU?H) T[I EX. CLAY (TO NORTH) _� a I � �++ I w N !E OF PVC. = 22.21 (APPROX} I : 20 � !di I O � Q � ( ml I I I I- c U S� i II I I 1 I II I 7��i -- 1 MORRIS Ai/E S • • � � � I� �� ®!� EXISTING MH STA. 19 +91.61, 1.05' LT MH �4 STA. 20 +30.45 0.79' LT RIM = 28.26 IE 12" E &W = 22.07 INSTALL NEW 54" MH AT IHE EXISTING IE 8" N = 22.03 MH 25 STA. 2i +98.46 0" LT INSTALL NEW 54" MH PVC TO CLAY TRANSl710N RIM = 28.3t RIM = 30.21 lE 8" S = 25.43 "N EXISTING MH STA. 22 +79.77, 0' LT RIM = 29.52 TE 8" S =22.21 /E 8" N =22.31 25 +00 24 +00 /E8 = 25.53 23 +00 IE 8" S = 26.8 "N 22 +00 21 +00 20 +00 IE8 =26.8 ................................................................ ............................... ........................ ............................... . . ................................................................................... . . . . . . . . . ............................... ........................... . . . . . . ......... . . . � EXISTING SURFACE ELEVAtION EXISTIN G SURF VADON ELE.:.........:.........:....... � 0: � - - - - - :.�..�� :..ACE . �O ..... ....... .- .. ......:.........:.........:.... ..:.........:.........:........ ........:.........:... ...: S R � -.v _ �® � REM04£ EXISTING SEWER : : - - _ .- - _ N e � .� ._ e . � --.. � � .� � p � -� � .�- � � _- � - � .y .— � —_ --e _._ --... -__. _- i. _` 'REMOVE EXIST7N6 SEWER � � — -___ � � ? . : : : : : : 3 LF OF 8 ": C9 0:86 64 00 PVC � % NEW EXISTING PVC SE `_ _ —_ —_ WER i 20. _ (NO REPLACEMENT THIS PORTION} : 20 : SCALE Horiz. :1" - ZO' : : FROM PV.TR ON CILAY . . . . . . . . . . . IE EX. PVC = 22.21 (APPROX.) . . . . . . . . . cl „ pR� : : : : : : - : : ��i,60F WASy��Qtr : : . . . . .V . ,�P a0 y . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................................ ............................... ........ ............ ....... . . : : .... . : A 64.� �P sTSa �w ................................................................................ . . . . . . . , . . ............................... . . . . . . . . . . . .. ... .. .. ... ........ .. .. ....... . q - S � � � � I � : : : : : : : : : : : `SSIONAL7 =MG : : : : : � : : : : • WW 2i- ?72L p � : � EXPIRES : : � : � ^/� 7 ^s L... ! � L ��. C ��, � � °CANntF.D DEC 101999 7 -- • • � � � OF MORRlS AVE S AND S 57H ST. CB RIM�30.72 n o "�.. 0 IE =2�.$ f N.- n a �-- _ � �NN�' NI CB RIM =30.84 � ; � u p � o IE =26.7 �L�w i i �roroml SDMH RIM =30.98 � I IE 8" 5. =25.5 ra �Il �1 � �w -�� I IE 72" NE =27.3 _ °r \ � (w _, I �-v-� Ni IE 72" E. /W. =25.7 I \\ v~io� i O i i � I I C_ M ®KRIS AVE S M REMOVE EXISTING MH MH X26 STA. 27-h 43.46, O' LT � SMITHERS AVE S ��\. m poi I 10 � ¢ ��' I I I I =� Uwl I I I I I �� v � II o � �M. L^ �! n m � _ i_ _ _ �� IE 8" S = 28.2 I � I � N �,�; °o s IE8 "N =28.1 RECONNECT EX/S:7NG SIDE SEWER TO � NEW MAIN UNE /N ALLEY N I I � � a o � � N _ � 7HE 5lDE j I SEWER BEND SHALL BE ACCANPUSHED 26 +00 . . . . . . . . 25 +00 . . . . . . . . . . . . . . . I _ � I I \ G \ " 1 �- � W . . . . . . . . :35 ................................... ..............:.........:...... � j 30' (n I a = � ............................... � EXISTING SURFACE ELEVATION. � ... P LOCATION CROS5ING .................................. ...........................:... • 'Q PROX •OdS• I S/DE SEWER AT 7HE BACK OF SlD£WALK ON 7Hf BEND CLOSESTI TO 7HE ALLEY UNE I }j i 1 i N � fA N • d � I I — — Z W N W s 3 0 _ I Q a _ tj � i� S V ¢ � a � : • : : : : : : : : a O O —" ---- of s' vc ®�o. u —• .-- t h : � � I �� I -{-J � I � z W W.: o�� W W ° W : (/'S II I : �� }} W N M W J Q N= : : �: : CB RIM= � Z - _ �` \\ < � I Q O a' oN _ i! n APPROX LOCATION }2° STORM CROSSING � O (� s�c ^_'S� 28.3 28.3 II I .D 80C I(I1 3Q i z <-0 o ti - �_ t° r n � �� F"'W as C _ _ Z W c r ~rll ,r�rJ, \ c �.J ^ � 6 _, $ � E _v �� ✓ I I,OSiE»o N � \� °� GARAGE c � �� rn om a� - - _ _ ��r ICI �� o �—,S_ � gig_ �otS o a_ N n � G G 2" IP. GAS G � _ 12" CMP D — _ _ � ys� N o � N O> l�J I GAR � I V a o � > U gg3 ° � g � � 4 OF MORRlS AVE S AND S 57H ST. CB RIM�30.72 n o "�.. 0 IE =2�.$ f N.- n a �-- _ � �NN�' NI CB RIM =30.84 � ; � u p � o IE =26.7 �L�w i i �roroml SDMH RIM =30.98 � I IE 8" 5. =25.5 ra �Il �1 � �w -�� I IE 72" NE =27.3 _ °r \ � (w _, I �-v-� Ni IE 72" E. /W. =25.7 I \\ v~io� i O i i � I I C_ M ®KRIS AVE S M REMOVE EXISTING MH MH X26 STA. 27-h 43.46, O' LT REMOVE IXISTING MH SMITHERS AVE S ��\. STA. 27 -r59, 0 RT RIM = 32.04 poi I 10 � ¢ ��' I I I I =� Uwl I I I I I �� v � II o � �M. L^ Gam`— _ _ _ _ _ i_ _ _ o� IE 8" S = 28.2 I � I � �,�; °o IE8 "N =28.1 RECONNECT EX/S:7NG SIDE SEWER TO � NEW MAIN UNE /N ALLEY N I '-� N o � � N 28 +00 7HE 5lDE j I SEWER BEND SHALL BE ACCANPUSHED 26 +00 . . . . . . . . 25 +00 . . . . . . . . . . . . . . . I I c� I I \ G \ "� _ WITH 7W0 45 DEGREE OS A SURFACE CLEANOUT SHALL BE INSTALLED /N THE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :35 ................................... ..............:.........:...... � j 30' (n I - 3 = � ............................... � EXISTING SURFACE ELEVATION. \ ... P LOCATION CROS5ING .................................. ...........................:... • 'Q PROX •OdS• I S/DE SEWER AT 7HE BACK OF SlD£WALK ON 7Hf BEND CLOSESTI TO 7HE ALLEY UNE I }j i 1 X LOCATIO— WA OSSING APPRO N 73" TER MAfN•CR • I I — — — — �_ �— 3 0 _ I ....... a _ tj � i� � 0_ O: I�MOIi EXfST]NG SEtfER_ --:._ r .� � : • : : : : : : : : a —" ---- of s' vc ®�o. u —• .-- t h : 25 I .......................... � I -{-J � I N � � W.: o�� W : II I : �� N " °" w N M W a N N : : �: : CB RIM= 32 II II I I �: _ � I R O� �,S �� N�AS,,,N s Minty �io� �ww APPROX LOCATION }2° STORM CROSSING W • to 1E 8" NW 1E 12° S. 28.3 28.3 II I .D 80C I(I1 '_ V J _ _____�CS o ti - �_ t° r n � �� I 1 STORY c _ I� n aJ I I,OSiE»o N � GARAGE � - - _ _ � — �—,S_ � o a_ G G 2" IP. GAS G � _ 12" CMP D — _ _ o � N O> l�J I GAR � I a° TORY � ti SDM RIM= 2.02 REMOVE EX NH AND RTLL EX N IE 7 N.= 6 T5' SEWER UNES TO EAST AND � IE 6 5E =2 .5 o N WEST W77H GROUT PER THE SPEGAL PRONSION AND PLUG 7HE ENDS. A PLUG SHAG ALSO BE /NSTA� A 7HE EX MH AT THE /NTERSECTION � i � I i � I i i � o I w I � 0 �; OF MORRlS AVE S AND S 57H ST. CB RIM�30.72 n o "�.. 0 IE =2�.$ f N.- n a �-- _ � �NN�' NI CB RIM =30.84 � ; � u p � o IE =26.7 �L�w i i �roroml SDMH RIM =30.98 � I IE 8" 5. =25.5 ra �Il �1 � �w -�� I IE 72" NE =27.3 _ °r \ � (w _, I �-v-� Ni IE 72" E. /W. =25.7 I \\ v~io� i O i i � I I C_ M ®KRIS AVE S M REMOVE EXISTING MH MH X26 STA. 27-h 43.46, O' LT REMOVE IXISTING MH R£NOVE EXISTING MH STA. 27 -r59, 0 RT RIM = 32.04 INSTALL NEW 54 MH e � O¢ R'"' - '' STA. 25i- 65.94, 0.48 RT RIM = 37.13 STA 25i- 60.07, O' RT RIM = 30.98 IE S" S = 29.7 I= 8' S = 28.00 IE 8" S = 28.2 IE 8" S = 28.1 �® IE8 "N =28.1 IE 78" E \W = 26.0 28 +00 27 +00 . . 26 +00 . . . . . . . . 25 +00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :35 ................................... ..............:.........:...... ....................................................... ............................... � EXISTING SURFACE ELEVATION. ... P LOCATION CROS5ING .................................. ...........................:... • 'Q PROX •OdS• . u X LOCATIO— WA OSSING APPRO N 73" TER MAfN•CR • — — —� — — — — �_ 3 0 ............................. ..............................t ...... ® : : : : : : ....... -___ _,� REMOVE FXISTING SEN£R _ ___ _ tj � i� � 0_ O: I�MOIi EXfST]NG SEtfER_ --:._ r .� � : • : : : : : : : : : : —" ---- of s' vc ®�o. u —• .-- t h : 25 ............................. ............................... .......................... ............................... �.... W.: . W : : _ : : : �: : • R O� �,S �� N�AS,,,N s SCALE � APPROX LOCATION }2° STORM CROSSING W • to .........:.........:.........:.........:.........:........ .:.........:.........:......... �r .. .......:.........:........e�.•. ' .� • • �• �S�— 2 7 2 2 c ��; � - �?� � �-' ^ ^ ^an1�p DEC 1 0 Coca �� \ o � MORRIS AVE S _ N� �o� _ � 1 III I_�� I � I II I � � ` � / � � � � I I Q I I I �� o ° N N I I I I I I ��m ' ° � lJ.l N 2 STORY I I I I H�mN: �i oN � I �i Q � 1 STORY ! HOUOSE � p fn3wN I II ii�c+ n�� I � = BRICI: APTS. � I U II II j i � v, n E- m #411 -415 I I _ o i i � I I I I I �www�m I �w� =LLZ � I � � - I I i II 1 ° I I � � � I I ! I o I- Z a � I �n °� o ,� �z`" �' ' � I I � � � I i I I � °N I I � I I � N � � V} � 3 �� d l~ � I I I I I I I I \ o n� I > � � I o Q W � I #411 S. 5TH ST. (�� I I� TRANSITION FROM EX- PVC � I � H � � 0 ' V � V � g I o SSMH RIM =28.42 (FROM SOU H) TO EX. CLAY I.i_i Z 10 0 �, � " __ - -) IE N_ /5. =25.6 (TO NORTH I � � v. I I Y W W � pq o , ° O IE OF PVC 21.10 (APPROX) � U Y � _ _ � _ � GARAGE , � '/"p I I °� Cn ? U � ° GARAGE I U TO #535 eA.RAGE I GARAGE I � ab S p0 0 I� LLFt � ° o GARAGE TO jj525 GARAGE GARAGE O #539 TO p543 � sS� yr �L/ am( I � U N I TO #515 v TO '$529 - TO #531 I ` x I� �o +. J�+ _ - - - - - - - Gravel � GARAGE � I � IV 1 P � - ° - -- -- -- - -111- I�� ( � 5 _ ¢ f CO ;3 � Asph.Paving - - N - ° - ° N ASPH LT � '' _ / "' MH /28 y� N_ ay � I ouo0 Conc. - - - - - - - Ash -PO -n9 MH X27 � -(TN7 � � m CO RIM =2 GARAGE ❑ onc. - - � o rn IE =27.0 p GARAGE � I I N�c � GARAGE N < a O � O.� ° TC //570 TO #516 � GARAGE � O 3a 3 � GARAGE i TO //520 GARAGE GARAGE GAP,AGE p X42 � I I I w 3 c � � � o � TO 8500 _ TO #530 TO 'lr -`-�.2 TO .'r+t538 I I � z T I � q7 i,i a I 1 �. < � � N rn� � - I I � m 3� n -- W C° Q- �� i �� - I I I I ! I I I I � °j' I a� 410 � I I _ � � I I I ! i i I ! I I I a° . I � fG4a -GG �- � � I �� ' c /l I I � � � � I I ��m ° N I g � I I I � �00000 =�z I N N � Ij I I I I NNN NN I f i � I n iI a 3w3 N � �_� ! �W � U= �V U(J o y=� I I I I � �W WW WW Nil � 3 to I+I `�� -- 1- .- I I I � I ! I I ( __ - -- II (n III V I � 12 K� I T Q S > U S V1/HITilVORTH AVE s Lea 6' o �6 �� N � � � 3 25 +00 24 +00 23 +00 22 +00 21 +00 20 +00 a40" ....................... ............................... ... .....................................................----.................... ............................... a....... . ............................... W Q w � - C.O. i STA 25 +28: 1.0 it : � ; :.. .. � � .............................. � - ...MH S- STA• 22770. D• LT .................................... ............................... ...MFl .a27.STR•20Len. an. L. r....... ,< � .... INSTALL'NEiY C0 ................................................................. ............................... ' RENOIR £X /S77NG MH ;AND INSTALL NEW 54 °. MH AT 7Hf - m ; RlM EL - 29.5 : : : ; ; : REPLACE w17H NEW 54" MH � � � � - � EXiS77NG PVC TO•CLAY 7RANSI770N ' lE 8' {S) = 25.86 RIM EL; = 28.42 : R/M EL = APPROX 27.0 : : . : lE 8° N = 2356 - IE•8" S = 21.10 • _ ' : ; : : : 8 = 23.46 ............:........................ ...............:.........:..N.. 21.2.;.........: .............................. lE "S •. - -- 1E�8" 0' �a .....:.........:................................................................................................................................ ............................... - �' — -� _— — ' — — — — — � — __. — _ REMOVEEXIS7ING SEWER - - - � - - - ....:..... .:.........:.. .....v . � ... _ . .� . �.. — — — .. — _.. _ ._ _ — :� — ...:. -.- . .. ---:. -- . . e . . --.. —. — .== . .,�. _ REiaovE Ea7snNG art` —. — — -- — — --- .- ._....,_... _ � ..................1 �.....2 5 ..... — ........... ....: Z 2.5.. - ... - zss � of a° csoo Pvc A o.s% � . � : : - - - EXISTING 8° PVC SEW£R �� > AtlANDON EX. C0: ; 22B LF OF 8° C90D PVC A 1.0% � — _ ' t.l : EXISTING SSCO Si.A 56 +24 - - .RIM ENG 28 42A 22 +70 - � RIM EL = 29.5 : : � IE 8" N =• 25.6 - - (NO REPLACEMENT THIS RUN) .................. IE: B". 5.=. 27A.:............................................................................. ............................... 7 �� 7E 8 S _; 25. 6......:........._........._.........:.........:.........:......... _.........:.........:.........: ......:......... .. ' ; ; ; : ; : 41'07 WA3R� - ; EXISTING TRANSITION : : • - '� ��` Oar : : FROM PVC TO CLAY � - SCALE � � � � � Ny IE PVC = 22.70 APPROX. .........:............ ............................... ....... ... ... ... :.. .. .. r. ......:.........: .... ..... :......... :..... ... q 23169 �Q' ........:.........:...................:.........:.........:...................:...... ...�.........:.........:....... .. :. ...... ...... .. .. .. .... .H.ori'z...1" .:20' Vert. 1 " _ '5' 73T� �� }� E F T 1 7 o Ww�fl ?7- ?712 7 ^/ Z EXPIRES `. S — � / L �. /�. �._ ,.� , >> ` �caovNFp DEC 101999 • • � J N N= N N _33ry I. � 11 Z N N _ � � o� o N I w j � Q Y Z d �t N r � � N � 2 � _ � ��a �� W Y � W Q Qo d o oN wz s� O 0 3U U p W W 3a tr�ll _ � C V IFIY� C O v� -� m �'N c � �� o y a� / � � �� !� sa � �� W� II � �pY LL� H f Q U S U S �c e° � & �J N 0 � � 4 / /// x a ....3�� .........:.........:... : : 25= 20: ; ..... �.5:......... : .........:... W Q � �S� ®�� ®� IE 8" W = 78.78 m EXISTING MH STA. 98 +47.75 291.68' LT O o Ww�o Y7 -3712 � z RIMq 26.04 ^ -� G M =25.33 S.S 4 =25.93 iW =20.7 \ MH #30 W IS SHEET <� � � o ITI �"I 7� -SOMH RIM =25.86 IE 12 "C.S =2C.06 `� CB RIM =25.80 C IE 4 "C.N= 20.Oo" IE 4 "C.S =24.00 I HSE.�557 n �� I SS:AH RIM =25.58 75T F(R =27.56 T CHAN.B °C.W,SE =18.78 NO BASEMENT ® SSMH RIM =26.07 SDM RIM =25.60 IE CHAN.78 "PVC N,S =16.27 i2 "C AY ,-_ =23.00 IE �, I;, / I CHAN.72'PVC E =76.27 72 "CI Y W =22.80 !E CHP.N. B "C.NW =76.27 t 'i ® I HSE.+� 300,304,308 8 °PV - S'N =23.70 IE \ - ze CB RIM =25.05 SSMH RIM =26.04 , � I IE 6 °C.S =23.95 CB RIM =24.90 1ST `LR =27.27 lE 8 "E,W =15.7 � t2 "C N =20.20 (E � NC BASEMENT IE 8'N =20.6 72 C.S =20.00 _ !E 8 "C.SW =24.00 IE 8 "W =79.8 ,} 7 m n n _ l I O N (i V) ° I , I 3 - - - - _ - - Op Conc. !E 72 "C.E,NW =20.70 0 U SD In H I SD c'�� S __ �� ❑ SD SD � S x x �-- _ _ 7❑ S 3 -- -SS -� ABANDONED_ -cS o - -. (I�� t r o �'\ �� SSMH RIM =25.87 V vv V � CHAN.72 "C.E =78.97 SD- --� -SD SD ��, 5 S, 5$- CHAN.72 "PVC W= 78_97_ - O G 2" cas G I s I �o CB RIM =25.69 I � �h � i . � � ! � �_ �� HIM = LS.y6 IE 8" SE = 78.78 �S� ®�� ®� IE 8" W = 78.78 EXISTING MH STA. 98 +47.75 291.68' LT EXISTING tAH STA. 9S +93.86, 7.77" LT RIM = 26.04 IE$ °5 =22.4 MH 30 STA. 98 +48 f4.0� LT IE 78 "5 =16.27 IE 78" N = 76.27 REMOVE EX/571NG MH AND IE 72" E = 16.27 (plugged) REPLACE WITH NEW 54° MH X STA. 98 +47.98. R!M = 26.D4 74.42' LT INSTALL NEW INSIDE DROF MH df31 STA. 98 +4B 2920 LT RIM = 26.04 /f B° f = 19.15 IE 8" E = 79.7 /f 8° N = 19.25 H TA f T IE B° NW = 17.67 REMOVE fXIS77NG MH AND REPLACE l4fTH NEW 54' MH RlM = 26.04 IE 8" SW = 19 8 lE 8' SW - 19.81 IE 8° N = 20.6 REMOVE EXISTING MH AND REPLACE WITH NEW 54' MH R/M = 25.98 IE 8'S= 21.98 98 +00 /E 8'SE= 17.70 99 +00 IEB -W= f7BD 100 +00 'APPROX LOCATIDN GAS CROSSING APP.ROX LOCATION GAS CROSSING . 3O � � � � � ` � ExISnNG suRFACE aEVa�nau � � 'APPROX LOCATON 12 "STORM C,ROSSiNG � � _ _ _ _ _ _. _ . . . . - _ _ - . . - . _ _ _ � _ . . . . . . :25 �-- - _ o: o o: �.._ -:-_ ____ ..� �...� -: -- ` ;.. - _ REM - � _ o>,E ExsmaG SEWER ..� ..a REMOVE EXISTING. S�KcR.� '� � �. 273 f OF 8' C90Q PVC ®1.0% : : : .�... . � . .. •ex snNC- ' - : SEWER : 135 LF C900 PV .0� 15 OP.B'......C. ®'. ............................................................ ............................... � H og� .......... .................. .......................... ........... OF 8 C90 C � 10� '5 LF o Pv - : : : SCALE � �S �oF wasN�NS : : : : h Vert.:1 �� = 5' : : ....................................... ............................... ..........:.. .......:.. ...... a rib � �P ...................................._...,.,.._.................................. s,,:P ,�� = ........_.........:.........:.. ....... ;... ......... ..... .. .. .. : SHEET i 8 : : : : : : : : SS /ONAI�O : : : EXPIRES : : �/y : : : � - � � � La . � � ! � v _� pN �' J N P N< a 1 ;Ory N 3��, � `^ 5 •-� O°'= $ o o N N� N � .. e ��a i I - - t\ C W_ z tl G E••- Z W N � � 4. < �� =c � a � I- � � W � a �o �N �c O o `p'�O (� � a =: � NWN �a W rno c� �£ �� i c o � �� ',,, �o �� ~ �_ O = ��S II j °� � � z y °� 31 o '�' mo a _ o � ZI 107+00 1 I t }I I � � �1 t .............. wwp. a7. -a7s2 WHITW ®RiH AVE S -- -- I �I I � � wN �I \ I I I I I �`,\\� 3 � I I I I I I I I I I I +t � \ i I HSE.# 521 - � 3 I I p IHSE. Sts \ I I I I I I I � o��l I \ � � _ HSE.t/ 537 I I HSE{/ 545 m I I HSE.�y 505 1ST F'�R =31.00 I I I HSE./{ 517 I I I I I HSE# 529 I HAS CRAVIL SPACE I I I I I / I \` HSE. 525 - I HSE 5� I I I � N I � I \\ i I I I I I I I HSE 543 I I I i t I' II I I N I I IN � N ' n IGARAGE GARAGE I I I \ GARAGE FOR I FOR I I I FOR I EXISTING TRANSITION FROM SDMH RIM =26.10 I l o HSE./{ HSE.# 517 GARAGE GARAGE FOR I � IE 72 "C.E =21.70 � I I.o GARAGE FOR 515 - FOP, HSE 53 �— HSE.,y 505 HSE. j/ 521 � _ HSE./( 529 PVC (FROM SOUTH) TO CLA IE 12 "C. Y/ =21.70 0 :n GARAGE FOR � _ (TO NORTH) \ rN '� _ _ _ I_ _ — — I— HSE.// 525 — — � — — — — I IE OF PVC = 17.43 (APPROX) '� —i a ° o — — I— — — — � — — — �— I I ; I 0 1 H f33 — N N o ASPHALT y -- -- -- - -- -- -- N -- __ �N 6- _ __ MH #32 T ' y ®G \ GARAGE FOR � SSMH RIM =27.49 I GARAC£ r� GARAGE FOR / / SSMH RIM = '15.88 r o I /� I I SE.i/ 524 I I i CHAN. 8° PVC N,I =23.40 HSE.li 530 i HSE.,y" 540 � CFIP.N. 8" PVC N,S,E =19.98 � �, t Z � �'3� ma ' I I I I _ I � I I onc. I o \ N I HSE.# 516 HSE. 520 _ I HSE.!/ 300,304,308 � \ I 75T FLR =27.27 I J� LJ I I s� 1 ��I I I I I I I NO BASEMENT I � F1 I \ HSE. 526 � I aLi I I V • \ I I ► I � � IOrGoO I one I o r N I o \ I I I HSE.,¢' 530 I HSE. 540 I -`� I m l HSE.# 524 3 IIW nm \\ I I I I I Oyp' I N I I Nm�l N m N I N W I� V d � Z �_ I i cpN II to I W O K��I I I � �NiIO mq one ¢ I �C=J�I I � � � I I �zu° °`� _ I I l I I I N>;3 u m�a� SHATTIJCK AVE S 25 +OC 24 +00 ........................................................................................................................................................................................................................................................ 23 +00 - 22 +00 21 +00 20 +00 ............................... . m -- •.30: - - -� -� = 25' . . . . . . . . . . . . . . . . . . - - - MH 3Y STA 20 +39.20 - - ; ; MH • 3 STA 24 +29.20 ; : : INSTAL NEW 54' MH .AT THE : : • - • - .................................................................................................................................. : : : : : INSTALL NEW 54" MH RIM'EL = APPROX; 27.7 ; OE 8" 5 = 23.21 : : : : Z 20: - EXISTING PVC TO CLAd' 7RANSl770N - - : : RIM EL:= APPROX 26,0 ; - .30 - - - !E 8" S = _17.43 - - .... .......:....................... : : : IE- 8'IJ -= 1753 : : : O � ' : 15: .............. wwp. a7. -a7s2 WHITW ®RiH AVE S -- -- I �I I � � wN �I \ I I I I I �`,\\� 3 � I I I I I I I I I I I +t � \ i I HSE.# 521 - � 3 I I p IHSE. Sts \ I I I I I I I � o��l I \ � � _ HSE.t/ 537 I I HSE{/ 545 m I I HSE.�y 505 1ST F'�R =31.00 I I I HSE./{ 517 I I I I I HSE# 529 I HAS CRAVIL SPACE I I I I I / I \` HSE. 525 - I HSE 5� I I I � N I � I \\ i I I I I I I I HSE 543 I I I i t I' II I I N I I IN � N ' n IGARAGE GARAGE I I I \ GARAGE FOR I FOR I I I FOR I EXISTING TRANSITION FROM SDMH RIM =26.10 I l o HSE./{ HSE.# 517 GARAGE GARAGE FOR I � IE 72 "C.E =21.70 � I I.o GARAGE FOR 515 - FOP, HSE 53 �— HSE.,y 505 HSE. j/ 521 � _ HSE./( 529 PVC (FROM SOUTH) TO CLA IE 12 "C. Y/ =21.70 0 :n GARAGE FOR � _ (TO NORTH) \ rN '� _ _ _ I_ _ — — I— HSE.// 525 — — � — — — — I IE OF PVC = 17.43 (APPROX) '� —i a ° o — — I— — — — � — — — �— I I ; I 0 1 H f33 — N N o ASPHALT y -- -- -- - -- -- -- N -- __ �N 6- _ __ MH #32 T ' y ®G \ GARAGE FOR � SSMH RIM =27.49 I GARAC£ r� GARAGE FOR / / SSMH RIM = '15.88 r o I /� I I SE.i/ 524 I I i CHAN. 8° PVC N,I =23.40 HSE.li 530 i HSE.,y" 540 � CFIP.N. 8" PVC N,S,E =19.98 � �, t Z � �'3� ma ' I I I I _ I � I I onc. I o \ N I HSE.# 516 HSE. 520 _ I HSE.!/ 300,304,308 � \ I 75T FLR =27.27 I J� LJ I I s� 1 ��I I I I I I I NO BASEMENT I � F1 I \ HSE. 526 � I aLi I I V • \ I I ► I � � IOrGoO I one I o r N I o \ I I I HSE.,¢' 530 I HSE. 540 I -`� I m l HSE.# 524 3 IIW nm \\ I I I I I Oyp' I N I I Nm�l N m N I N W I� V d � Z �_ I i cpN II to I W O K��I I I � �NiIO mq one ¢ I �C=J�I I � � � I I �zu° °`� _ I I l I I I N>;3 u m�a� SHATTIJCK AVE S 25 +OC 24 +00 ........................................................................................................................................................................................................................................................ 23 +00 - 22 +00 21 +00 20 +00 ............................... . ' . . . . . . . . . . . . . . . . . . - - - - - . . . . . . . . . . . . . . . . . . - - - MH 3Y STA 20 +39.20 - - ; ; MH • 3 STA 24 +29.20 ; : : INSTAL NEW 54' MH .AT THE : : • - • - .................................................................................................................................. : : : : : INSTALL NEW 54" MH RIM'EL = APPROX; 27.7 ; OE 8" 5 = 23.21 : : : : - - - - ............................. : : : : : : : REMOVE EXISTING MH STA 22+17 RIM. EL = 27.49 : IE 8" N,S = 23.4 - - : : : - EXISTING PVC TO CLAd' 7RANSl770N - - : : RIM EL:= APPROX 26,0 ; - .30 - - - !E 8" S = _17.43 - - .... .......:....................... : : : IE- 8'IJ -= 1753 : : : . ` .� _._ .� __. •.� — ---; ......REMOI� EXISTING CLky SFWER ......:.........: � � .......:. ........:.........:.........:.. . __._ � — : — -- __._ .— — .___. — — -- . — "-- — � -- • -_ - � REMOVE EXlST1NG CLAY SEWEIa _ _ C i ... .... ;, EXISTING 8" PVC SEWER - - (NO REPLY�CEMENT THIS RUN) ' :15 SCALE .:..... H.ori�...1." . x..:20' ...... Vert. 1 " _ �5' Si�EtT ? R —� �Z72 � ,� . �, _z., „i, �CANNF.D DEC 101999 vl �, fN �) , N N= z N 1 - l� z3= N 3 A r< �- N � N � �^ 1� � _ € rn N 3 � � �� WIDTH VARIES � ? MATCH EXISTING } � a o N 3 3 I o MIN. 3° ASPHALT LL � F CONCRETE (1 LIFT) ° � x � � R d 15 i 3a A Qo mo o� wz N N.0 O � 3� a �z �- �w I�-t WW a °- �ix �o �E _� _� °5v � �� c o �, a� \�� .N� PAY LIMIT TRENCH BACKFlLL 6' -0° FOR 8 °, 10" ANO 12' MAIN LINES AND 4' FOR 6° SIDE SEWERS J- �._o. T6' I ° e ° EXCAVATION OF UNSUITABLE SOIL AND BACKFlLL OF FOUNDATION ° ° � MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST 6 ". 8 ". 10" AND 12" PVC SEWER TYPICAL TRENCH BEDDING AND BACKFlLL NOTES: t. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90� MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFTLL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INGLUUED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 24 "x 6" FRAME AND LIP PER DRAWING BR29. 4" MIN. TO . " l2" MAX. .� do �.- I 2a" 72" DIAMETER Iv1H �4 (Sheet 3) NOTES: 1. STEPS TO BE 3/4" DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. zo 4. MANHOLE SECTIONS TO BE OF REINFORCED N PRECAST CONCRETE. 5. OPENING SHOULD SE ON DOWNSTREAM SIDE. �i 6. ALL JOINTS SHALL BE GROUTED. � 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE KITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL B00T5 OR APPROVED EQUAL. o wwp I7 -a7az 10" to S. 5th St. VI N 3 E w 0 V) a' v 3 0 12" from S. 5th St. CHANNELING DETAIL for 72" DIAMETER MH �4 (Sheet 3) . • • ' � 12° TYP PATCH PAYMuvT TRENCH WIDTH PER APPROPRIATE DETAIL PLUS 2' -0" ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL NTS SAWCUT FlNAL JOINT TYP. EACH SIDE `EXIST. ASPH. CONC. PAVEMENT, TYP. 3" CL '8' ASPHALT CONCRETE PATCH ( 1 LIFT ) - 6" CRUSHED SURFACING TOP COURSE BACKFlLL (SEE BEODINGfBACKFlLL DETAIL) NOTES: t. ALL TRENCHES IN ROADWAY AREAS SHALL 8E BACKFILLED AND PATCHED PER SPECAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FlNAL SAWWT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCDENTAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN {2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. 5. SEE CONSTRUCTION NOTES 15 AND i6 ON THIS SHEET FOR PAVING AND CONSTRUCTIQN CONSTRAINTS ON PORTIONS OF BURNETT AVE S, WILLIAMS AVE S AND WELLS AVE S. REMOVE TDP 2' OF MANHOLE AND RESTORE PER ASPHALT :CONCRETE PAVEMENT DETAIL CRUSHED ROCK (DEPTH VARIES) �, I � MAX. I' CONCRETE OR CDF ABANDON MANHOLE TYPICAL DETAIL {Sheet 11: Station 61 +12. 9.85 RT) NOT TO SCALE NOTES: 1. CONCRETE OR CONTROL DENSITY FlLL SHALL BE POURED TO A DEPTH OF NOT MORE THAN 1 FOOT ABOVE THE CROWN OF THE NEW CURED -IN -PLACE LINER. 2. AFTER CONCRETE OR CONTROL DENSITY FILL HAS CURED, FILL REMAINDER OF MANHOLE WITH 1 -1 /4" CRUSHED ROCK OR APPROVED EQUAL. 5- ?7 ? ?IS INSIDE DROP CONNECTION TO EXISTING MANHOLE (Sheet i 8: Station 99 +93.86. 7.17' LT) NTS NOTES: 1. ALL PIPE SHALL BE SIMILAR MATERIAL AS MAINLINE. 2. STAINLESS STEEL STRAPS SHALL BE 2" X 1/8" STAINLESS STEEL PLATE WITH 2 - 5/8" HOLES. CONNECPON TO MANHOLE SHALL BE MADE USING 1/2" STAINLESS STEEL ANCHOR BOLTS WITH BACKING AND LOCKING NUTS. SPACING BETWEEN STRAPS SHALL BE AT 3 FEET ON- CENTER. A MINIMUM OF 2 STRAPS SHALL BE USED FOR EACH DROP. CONSTRUCTION NOTES 7. TRENCH SAFELY AND SHORING SHALL BE PER SECTION 7- 08.3(7)8 OF THE SPECIAL PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY DURING NON- WORKING HOURS. 2 VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET) 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 4. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 5. STARONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFlNED BY THE CONTROL POINTS. 6. ALL MANHOLES SHALL HAVE LOCKING LIDS. 7. MATCH FINISH GRADE Willi ALL MANHOLE LIDS. 8. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 9.- INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLCT OCCURS. 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. (IN ACCORDANCE WITH STANDARD PLAN �'F006, DRAWING �%FRO1 N). 71. REPLACE ALL DISNRBED CURB &GUTTERS IN ACCORDANCE WITH STANDARD PLAN # F008, DRAtWNG � FR05 ANC STANDARD P�..N � F.,�� "CEMENT CONCRETE CURB AND GUTTER." 12. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN „ M,-,, DRAWING ;y FROZ. 73. WHERE UTILITY PIPE LINE V'cRTiCAL SEPARATON IS LE55 THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 14. FINP.L PAVING OF WELLS AVE. S. AND WILLIAMS AVE. S. FROM 5. 3RD ST. THROUGH THE INTERSECTION OF S. 4TH ST. SHALL BE COMPLETED PRIOR TO JULY 76, 1999. IF A TOTAL AND FlNAL RESTORATION OF THESE BLOCKS CANNOT BE COMPLETED BY THE SPECIFlED DAIS, THEN NO EXCAVATION WORK SHALL TAKE PLACE IN liiESE BLOCKS UNTIL AFTER AUGUST 2, 1999. 75. ALL WORK ON BURNETT AVE. S. BETWEEN S. 3rd ST. RND S. 4th ST. SHALL BE COMPLETED PRIOR TO SEPTEMBER 15, 1999. 16. REFER TO SHEET 7 FOR INFORMATION REGARDING THE COMMERCIAL LAUNDRY LOCATED AT THE CORNER OF WELLS AVE. 5. AND S. 4th ST. 77. SIDE SEWERS SHOWN ON THE PLANS WERE LOCATED VIA TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISP.NG MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE /RECONNECT ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE UNLESS SPECIFlED OTHERWISE ON THE PLANS. SF-iEc i i ��` =�; �' � z � ='�! '- �CaNNF.D DEG 101999 STREET OVERLAY SCHEDULE WELLS AVE S - EXTENTS OF OVERLAY SHALL BE CURB TO CURB (36' WIDTH) AND 10' NORTH AND SOUTH OF PIPELINE SEE DETAIL FOR STREET REPLACEMENT. R'ESTORATiCN R'cOUiREMENTS WIWAMS AVE S - EXTENTS OF OVERLAY SHALL BE CURB TO CURB (44' WIDTH) AND 10' NORTH AND SOUTH OF PIPELINE SUBSEQUENT BACKFlLL MATERIAL REPLACEMENT. (NATIVE IF APPROVED BY ENGINEER) BURNETT AVE S - EXTENTS OF OVERLAY SHALL BE OR IMPORT PER SECTION 9- 03.72(1)C BETWEEN EAST CURB OF STREET (SELECT BACKFlLL) -- AND EAST EDGE OF ADJACENT OF THE SPECIAL PROVISIONS. PARKING AREA CURBS (APPROX. 18' WIDTH) AND 10' NORTH AND SOUTH OF PIPELINE REPLACEMENT. PROPOSED 6 ", 8 ", 10" AND 12" SEWER PIPE SOUTH 5th ST - EXTENTS OF OVERLAY SHALL BE THE NORTH HALF OF THE STREET PIPE ZONE MATERIAL PER SECTION 9 -03.16 FROM A POINT 10' WEST OF CO# 2 TO WIWAMS AVE S, THE SOUTH HALF BEDDING MATERIAL FOR FLEXIBLE PIPE OF THE STREET FROM WIWAMS AVE 5 TO WELLS AVE S, AND FULL WIDTH FROM WELLS AVE S TO A POINT 70' EAST OF MHO 5. 24 "x 6" FRAME AND LIP PER DRAWING BR29. 4" MIN. TO . " l2" MAX. .� do �.- I 2a" 72" DIAMETER Iv1H �4 (Sheet 3) NOTES: 1. STEPS TO BE 3/4" DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. zo 4. MANHOLE SECTIONS TO BE OF REINFORCED N PRECAST CONCRETE. 5. OPENING SHOULD SE ON DOWNSTREAM SIDE. �i 6. ALL JOINTS SHALL BE GROUTED. � 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE KITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL B00T5 OR APPROVED EQUAL. o wwp I7 -a7az 10" to S. 5th St. VI N 3 E w 0 V) a' v 3 0 12" from S. 5th St. CHANNELING DETAIL for 72" DIAMETER MH �4 (Sheet 3) . • • ' � 12° TYP PATCH PAYMuvT TRENCH WIDTH PER APPROPRIATE DETAIL PLUS 2' -0" ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL NTS SAWCUT FlNAL JOINT TYP. EACH SIDE `EXIST. ASPH. CONC. PAVEMENT, TYP. 3" CL '8' ASPHALT CONCRETE PATCH ( 1 LIFT ) - 6" CRUSHED SURFACING TOP COURSE BACKFlLL (SEE BEODINGfBACKFlLL DETAIL) NOTES: t. ALL TRENCHES IN ROADWAY AREAS SHALL 8E BACKFILLED AND PATCHED PER SPECAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FlNAL SAWWT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCDENTAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN {2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. 5. SEE CONSTRUCTION NOTES 15 AND i6 ON THIS SHEET FOR PAVING AND CONSTRUCTIQN CONSTRAINTS ON PORTIONS OF BURNETT AVE S, WILLIAMS AVE S AND WELLS AVE S. REMOVE TDP 2' OF MANHOLE AND RESTORE PER ASPHALT :CONCRETE PAVEMENT DETAIL CRUSHED ROCK (DEPTH VARIES) �, I � MAX. I' CONCRETE OR CDF ABANDON MANHOLE TYPICAL DETAIL {Sheet 11: Station 61 +12. 9.85 RT) NOT TO SCALE NOTES: 1. CONCRETE OR CONTROL DENSITY FlLL SHALL BE POURED TO A DEPTH OF NOT MORE THAN 1 FOOT ABOVE THE CROWN OF THE NEW CURED -IN -PLACE LINER. 2. AFTER CONCRETE OR CONTROL DENSITY FILL HAS CURED, FILL REMAINDER OF MANHOLE WITH 1 -1 /4" CRUSHED ROCK OR APPROVED EQUAL. 5- ?7 ? ?IS INSIDE DROP CONNECTION TO EXISTING MANHOLE (Sheet i 8: Station 99 +93.86. 7.17' LT) NTS NOTES: 1. ALL PIPE SHALL BE SIMILAR MATERIAL AS MAINLINE. 2. STAINLESS STEEL STRAPS SHALL BE 2" X 1/8" STAINLESS STEEL PLATE WITH 2 - 5/8" HOLES. CONNECPON TO MANHOLE SHALL BE MADE USING 1/2" STAINLESS STEEL ANCHOR BOLTS WITH BACKING AND LOCKING NUTS. SPACING BETWEEN STRAPS SHALL BE AT 3 FEET ON- CENTER. A MINIMUM OF 2 STRAPS SHALL BE USED FOR EACH DROP. CONSTRUCTION NOTES 7. TRENCH SAFELY AND SHORING SHALL BE PER SECTION 7- 08.3(7)8 OF THE SPECIAL PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY DURING NON- WORKING HOURS. 2 VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET) 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 4. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 5. STARONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFlNED BY THE CONTROL POINTS. 6. ALL MANHOLES SHALL HAVE LOCKING LIDS. 7. MATCH FINISH GRADE Willi ALL MANHOLE LIDS. 8. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 9.- INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLCT OCCURS. 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. (IN ACCORDANCE WITH STANDARD PLAN �'F006, DRAWING �%FRO1 N). 71. REPLACE ALL DISNRBED CURB &GUTTERS IN ACCORDANCE WITH STANDARD PLAN # F008, DRAtWNG � FR05 ANC STANDARD P�..N � F.,�� "CEMENT CONCRETE CURB AND GUTTER." 12. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN „ M,-,, DRAWING ;y FROZ. 73. WHERE UTILITY PIPE LINE V'cRTiCAL SEPARATON IS LE55 THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 14. FINP.L PAVING OF WELLS AVE. S. AND WILLIAMS AVE. S. FROM 5. 3RD ST. THROUGH THE INTERSECTION OF S. 4TH ST. SHALL BE COMPLETED PRIOR TO JULY 76, 1999. IF A TOTAL AND FlNAL RESTORATION OF THESE BLOCKS CANNOT BE COMPLETED BY THE SPECIFlED DAIS, THEN NO EXCAVATION WORK SHALL TAKE PLACE IN liiESE BLOCKS UNTIL AFTER AUGUST 2, 1999. 75. ALL WORK ON BURNETT AVE. S. BETWEEN S. 3rd ST. RND S. 4th ST. SHALL BE COMPLETED PRIOR TO SEPTEMBER 15, 1999. 16. REFER TO SHEET 7 FOR INFORMATION REGARDING THE COMMERCIAL LAUNDRY LOCATED AT THE CORNER OF WELLS AVE. 5. AND S. 4th ST. 77. SIDE SEWERS SHOWN ON THE PLANS WERE LOCATED VIA TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISP.NG MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE /RECONNECT ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE UNLESS SPECIFlED OTHERWISE ON THE PLANS. SF-iEc i i ��` =�; �' � z � ='�! '- �CaNNF.D DEG 101999 Y W Z (n O U 00 w Q O i- O J IL } i 'i i J t r Q. p S W m x 0 • N o L I - #531 WILLIAM$ AVE S I If j� -I \ I � I I X X rn � I #527 WELLS AVE S I N � � � �" � � rn I � I ,� � a Sao i7 I i o X X d � I P - - Grass I c N � #532 BURNET7 AVE 5 '— - - � � � � � -- I �„�1 Graff_ —_ 4'Chn. ink. � Z Asph. I _I X „ 5 00 rn� i — � -- _ Conc. - �-, � I c. Paved I -_� - - -- .I. - .— .— I W I I � � - � - Grass - � W 51 OD I I � I - I I I - rw1 W - I #535 WILLIAM$ AVE S% I �I ^�' Z d � I I j X ,o ° i I � #533 WELLS AVE S � I ''' � � {-' w 47 o C1 � � D a 9 I I `� m ��' Z W N � - -� - -— — — — — —— —. —— — coot- ��' _ X I X I-.�i I X X w�wm I I - - 1 o �� I p Lown _ I I � -,rte- - - -_ _ _ _ _ _ I - � Q d I- I B Lawn I � .— - - 2'w od fnc \ I a �, Ij - ' #538 BURNET7 AVE S Gross O � � � �, � a � � I � Cn LLJ J � � Q BLDG. ^^��''''��----��yy I LJ Lawn I to o I I I Conc. o - X X 0 m w � v x Q (w/] I � . � #535 WELLS AVE S I Y _- � _ - .. � g539 WILLIAM$ AVE U I fT1 = Conc. Conc. 1 � � _ .- a O O X' I I I O I _— —_ —_ — — — — — Chn.lnk _ I I - - � � Paved � '�j� __. � Cont. — __ �.,�_ � _ 1 —..— - - `o x �� _ _ _ I <n x _ _ _ _ � _ _� _ .._ -- My _. —�,— 12 PVC 5 C u Conc. �" � .. � — »- ao � #540 BURNET7 AVE S I ;, .— �' � Conc_ " � �—' , -� ,, E,. _ w — �.- X o N -- - -.... I � __ - __- Grass � MH J/2 m "c INT.- 1t3 +35. ®® ® #601 WILLIAM$ AVE 5 � -- one o O � y �9� -_ :Paved Dense Trees u O o'� I J 3 Q I- _.I I r ,,: � 8'Chn.ink. nce F � I REPAIR 12 "CLAY SEWER I p _ � li MAIN FOR PILCHUCK -pw � � � ON 12/15/99 I ,,,I I--I W \a Conc. I I � I � _ � I #54t WELLS AVE S o, _ m '+ o = d / � � � '�' f, n a mE i I � I � oN: ..., onc. —_. Grass - G-.. - -. _�- F 71 BLDG. - --- �� ' c � I I #602 BURNET7 AVE S -_._ O .;, � _p w / � I (addressed with other building on Burnett) y J K S�Chn.lnk. a � Conc. SSE SEWER GOES TO &JRIffTT AV S) m I - I � �\ �� C g$ - - I � Asph �3 � � � I Conc. JII Co�� Paving '� F� p " � I rn ��' o _, o _ _ _ _ _ _ _ _ _ � � J I — � 53 oa / � � Paved / � _o u �o� I III I I I V Y I I, o \ /// T. =50+ _ 0 2LL� ij � N ,¢1C�KDh, AS -BUILT CERTIFICATION NOTE.• EXISTING S /DE SEWER SERV/CE ON THESE TWO SEGMENTS ��9 �� I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL OF CURED —/N —PLACE PIPE SHALL. BE ,REESTABLISHED. w � LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME NO REMOVAL AND REPLACEMENT OF THE EX /SANG S /DE oR UNDER MY DIRECTION. _a o 0 80 �� SEWERS SHALL TAKE PLACE 1N A�ESE SECAONS. ,� au� a � g �,r,7 F.D- RINGEL L.S. 23613 DATE: c � a .. .4....- - -. - -� a3 - ... ...: .... .......... ...�--...... ....... .. -. .. _.-�--�--� 53 +98 5.2'LT - ---- -- - -- --- ----�- :---- ---_--------- �----�-- . -. -- . -. -.. -- .._.- -..... .....- � �--.. .----�---. -.. .. -.. -. -� MFI �J/2 STA: 50i -96, 5:-9 -LI 5.B`Ll.....--� : MH �1 STA r (Stotioned "off Wells Ave S, see sh t. 3) : w � � � - � � � � SEotioned off tY /lioms Ave S, see sht 5 - - � - - - a w � � � � - � � : : : : .REMOVE EXIS G MH AND - : - : _ : : REPLACE WI1H NEW 54" MH LL o 30 � � _ � � � � � REPLACE K17Ff NEW 54° MH - - - - - - _ � - � � R/M EL = J2@& 32.95 x 40.a .. .:...... ...:.. .......:.........:....... ..:.... .....:........ .:........ : : : : .RlM EL= 3P- 731.90 - �i - - - - - - - - : 1E 12 "N =: 28: BQ 28.17 :� - 40 !E-t2 W- £SZOQ 27:41- �� ----- --- . ................................ ........... .... .. .........�1E�8 �E -= 2&902 &.07..x.,...... ... m � : � � 10" !E 8.' N = 2� 227.296 ��" -_ �' - v - - 03 - - - - : lE 12" W =22`30 28.17 . � cn _ 8 S = 27.31 °a Z o � - � - - - - � o 35 Q � - o o __ ,- U U � - -. oo� x��EXISi1N RFACEELEVA710N a x � - � - � � � : - EXISTING SURFACE ELEVA1/0N : : ,� � - G SU� . o_� a � � — — 0 o D D � � F — :— — _ — — _ — — �— — � — — — — — — :— — — — — — — — — — — — - — -- — — — — — — —� — — — LF OF 12" CURED -IN -PLACE LINER J � : 285 LF OF 12' CURED -IN -PLACE LINER : ExisnNG ssMH sTA 53.97.32 _ � 30D ............................................................................... RIM - =31.73.- .- .--------- ---- -- : : : : : : : : : : IE 8" N 27.6 : - - - - - � � � - - EXISTING SSMH : � iE 8" S = 27 -5 - � - - - - _ - : RIM:= 32.88 : IE 12 "E =27 -0 I IE8 "E =28.1 IE 12 "W =37.0 IE8 "N =28.1 EXISTING SSMH _ - SC`�LE _ - - - - IE 12 W - 279 ... ..RIM.= .30.69 ... ............... ... . .......- ....................... ...- ...- ...-- ..- .- .- .-- .--- -- -- -- - - -- - -. - - - IE6" NNE = 26.70 ....... . ..... ..: : : : i'i 01'I Z. � �� _ : ZOf : : - - - - - - . - - - - - - - - - - - - - - - - - - - - . _ - - ..... - . _ - ......... - ..... - - . _ .... - ..... - .. - - .... _ .... - .. - .: - - . - - . - .. _ .. - .... - . _ . - .... - - ......... - . _ .. - IE s" ssw = z6.sa Vert. 1 �� _ : 5° SHEET 2: IE 12 °.E = 26.20 - - - - - i O IE 12 ";NNW = 26.10. - - - Z ww .2 _, 5- 272�� /U t: °�. ��'- �� ^/i iCANNEDJUl272UUi I IN ° cV m ntMuvt aNU U/Sl'OSE ( J41 a-An' NE WYE INSTAL[ 523 Ut LXIS177NG 12" TREE CLEANOUT WYE TO A POINY 0 - - - - -- -- -- - - -- - -- -- _ MAIN AVE ° -.,r. - -- SURFACE. I I ! S MOVE EXISTING METAL .. -.. -- °- - - - - --- - -- - -- -- _ I FOOT B LOW E " I S7 RAGE SHED DURING o CO ,¢4 - - -a--- - �- \ �\ •\ \ IF THEY WANT 70 REUSE °' ° I IRE OE W SEWERRMAIN G II P la -.._. _.. _.. \ \ \..... V N o n CONFIRM I N ° m\ \ ��----I�IN 1 STORY SHEDI OR HAVE T DISPOSED I ° I N 0 OF. REMOVE A D REPLACE > HOUSE I 14 �X B' CONC fT£ PAD cn I b t I y909 io , is �I � ° .I I ' ' I I I I �II I IIIIh ' INSTALL _. _.._ _ - ..- .._.. 14-11 O SEWER TEE WTH CAP ir \ \\ \ \ q�\ a s \ W W W Lt7 i- I ° I an Q g d W _ ( o a °_ < J 90°o N y d v I I '� U I a� v J 13 f \ � I '} Asphalt Parking wan ih I I 3 i a I ur -a, In ° wI 3 I !9 °I N y a I I o \ W w ° 1 j' ° > !/J SE W9 lFOOT m a I I 0 - I I I J 3 ¢ Porch U I )1 ° W 4J Porch EAE a W W O �o o \ o y ELLS AVE ° °: 6' c. Walk 4. O � Conc. Walk I a 7 _ o MH 14 _ ° I "1 0 + �. + o rn N o :� 2 _T - - ° N N + + a o \c - . -r - - --i- - - - _ _ o \ I o I W 0' 0 -_ .� _... 12" PVC 12" PVC - "' < - ♦ - i- - - - .,sue - - �� - - - - a _ W _ W ° E 00 MH ,f2 S `E �a a I i I ff I I i Deck 4. 77 1 - ° LLI 119 + O o o - a 3 w Parch [ w 3 c c I RE OVF LL 5 > a UG Q tI o I N I j II I N o a I J > J a > 3 - y Kil 2.t1 -3'.8 I IG -0 I w 3 I J I U a I a I J I a 1 F E 1 [ E I y I I � j o ( � _ J II i i I I j i n Q 56 +25, 2.5 LT MH sTASSa24se aaLr �� 1CKD�, AS -BUILT CERTIFICATION REMOVE EXISTING MH AND �.r p¢�y°' �� I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL m REPLACE WITH NEW 72" MH (SEE DETAIL SHEET) RIM EL = 3616 36.47 t>: LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON N /E $"(N) = 3G:e'6 10" 31.25 55 +05. 4.9 LT �' �"' ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME ° lE 1O"(W) = SB-s6 31.20 MH 3 STA 5504- 3.9 -.LI OR UNDER MY DIRECTION. ci ..o IE 12 "(E) = 58:67 30.90 INSTALL NEW 54" MH O 6� x IE 12 "(S) = 3032 30.80 R/M EL = 35:O 35.46 r9WC y�1a n a E 12" (N) =2972 29.80 F.D. RINGEL L.S. 23673 DATE: 56 +00 55 +00 IE 12- 29.70 54 +00 53 +00 52 +00 U o! c - 29-ZZ 29.90 o. .... ........ ._ °°_..._.._.._..._.._.._...... ....................._......... ........... ....- ----.-..-...-..-.-._.-.-_.....------ ------- .---- ---_-- ..- ..- - - - -_-- ------ --_-- _---- - - -_ -. -- - - - - -. - - - - -- - - - - - -- ................................... Q - 5S -ET 5.6 _. .....- .....- .... -. LT PEMOVE E REPLACE WITH NEW MH 54- AND . a < ° ° ° ° - -- -- -- - - RIM =32-0& 32-95 8. 35 - < - Q -- -- . - - - - -- - - -= -- : E 12"(N) 8-(E) - 2807 35 x - - - -- - - - - - - -- - -- ---- ---- - - - - -- - - - - - -- ----- - - - - -- - -- - -- - -------- ------- ... .... . ............ O ...O ................. .... . ............................. ................. . ....... �_- _-- -- -- -- - -- 12"(W)' =-27;. 028.17 - - . _ ..................... . - - - - -- --------=---- : - - - - -: ------ --� - -- REMOVE EXIS77NG SEWER � 30 :30 W .... ..:... ........ . - -- - - - - - - - - -REMOVE EXISTNG SEWER.. ...... ..: ...... - - - - ............ .....:... ....... o T1dVOF12 " PVC ' @>W - - - - - - - ._- - - -- - - -- - -- _- - -- - - - -- pEXISTING MH STA "56 +24 120: : 0.83% - - _ - - -486, LFOF 12' PVC ® -I9 RIM EL = 36.16 - - _ _ - - _ - - 409 _ :0.37% W IE XN) = 29.70 - ro IE( S)-=- 30. 4D ..... ................:.........:.... .. .. .......... .. .... . . . ... ................................ ............................... .. REMOVE- EXISTING -MH -----.....-.-._.-....--------------.................................................................. ............................... 3 - - - - EXISTING MH STA 53 +47 - - - - - - - _ RIM EL = 34.66 - - O v) REMOVE EX MH AND PLUG AND - - - - - IE (N & S) = 29.90 - EXISTING MH STA 50 +96 I- ABANDON (EJ & (W) 15" SEWER Q RIM EL = 32.88 _ IE (N) = 28.10 o L.lA � EXISTING MH STA 56 +39 � � � � � � � � � - - - - - - � - - - � � � - IE (E) = 28.10 ....: RIM. EL =,36.19 .... ...:.........:.......... - - - . _ Ld - IE (N) = 30.80 : ............................ . ................... ................ . . . .. - _ - ... .... _ Z = : IE (E) = 29.OD PLUG AND ABANDON : : : : SCALE - IE (S) = 2930 - - - - - - - - IE (W) = 29.00 PLUG AND ABANDON : HOfIZ. " _ -20' 0 Li Vert. 1 " = :5' w4j ............................................................................... ..... .......................... - - - - - -- - ----- ........... ........ ........ --- -- -- - - - - -- -- - - - --- - - ........ SHEET 3 5- 272203 G SCANNEDA 27L,Jl 1 173 0, R L a I 89 �J N o N � N CN #432 WILLIAMS AVE S � I m w Q Ln = it �Q I�� 0 0 - 0 00) G Ss s �OQ O F- I I N UJ to ¢ Q o d I Husrn I o oof W > -Nw Ga56 T c Lu - - w m I a -- N Lo - L11 - Ln M m o oN O O 3 Q 9 0 _ o 0 0 �E 1 E E m H FN E r9 2 STORY 0 r HOUSE a (/� D 1 0 #500 m - 1I I V n nc. G% I m 0 NOTE. DISNNECT EXISTING SIDE SEWER FROM 15" . COA /N I LINE ON NORTH SIDE OF STREET AND RECONNECT TO NEW 12" MAIN LINE. ICE 35 O B. #619-33E SET T CHISELED SQUARE 1.5' NORTH INT. BACKWALKS AT NW CO R. iNT. S 5TH ST/ & MAIN AVE S I I ("�f7 11 III I ELEV. =41.02 I II% -J) \ _Wy¢ Conc. ° //504 WILLIAMS AVE S N 4lC�K Dh, AS -BUILT C- RTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL ttr �sf LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON w r ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME S 2 13 OR UNDER MY DIRECTION. 121 +29, 5.2RT 36 MH 15 STA. 121 +16, 5' RT v > i' >r NEW 54" MH -a d o ..o Q� oos snv F.D. RINGEL L.S. 23613 DATE: MH 14 (SEE SHEET 3) RIM = 39.z2Z t 3929 IE 12 " NE = J7. q 31.53 0 V 3 lE 12" W = 31:33 31.43 117 +00 118 +00 119 +00 120 +00 121+00 aa ................................. ......... ............. . . ......................... .... ........................... ...... ----- --- -- ---- - - - - -o- l -------- -....- 121 +84, 9.1'L.T ..--4- 5 -- ---------- - ----- --- - - -----. ....... -EX MH STA- - 721F76.37 o - - NEW 54" - 4 - MH RIM = 41D- 0 40.27 IE 12" E = 31-47 32.7 40 : : : : : _ : : : mac°-. o _ o . m _ : 16 12" SW = 37�4t 32.00 w o 0 x .............. ..................... .......... - x -3 - - ..... .....:... ........ .. .: .. :. .. .. o �. rm MH #7 (SEE SHEET 6 o - - o a - - - - a 3 - < - - " - - -/- EXISTING SURFACE ELEVATION _ _ - Q`� � EXISTING SURFACE ELEVATION - 35 35 - - - : - - -- - -- ..... ..... .. ... - - - 0 - - - REMOVE EXIS77NG 12'-' SEWER L51 - - . - 0.76 0 - - - - - - - - V - 784 LF OF 12" PVC ®00,499 _ - 0 0 -- - - 302- _ _ _ : - -- - -- _ " PVC ® _ .30 - TA€ LF OF 10" PVC ®m!9% - - - _- - -- _ _- -- _ ._ - -_ ___ - _- -_ -- __. -. . __ 30 O FXiS TiNG MH STA 119 +30.89, 5.4 RT N EX. MH. STA 116 +49.47, 8.04 LT - - RIM EL = 36:18- 36.47 - EXISTJNG MH STA 779 +31.76 9.44.LT - - - - RIM EL 34.99 - - - - - - - IE N = 31 -25 - - - - 25 : IE (E) a 28.20 : : : : : : : ?� IE NEL 30.8.19 IE S = 38?F 30.80 .................... ... .. ..... ....1E (W, " 38. 20..... ............ ..................................... ................ .............. ...__ ----- IE E _ 30.90-------------- IE -E = 29. 0._ -------- _........................ :......... .....-................ ......------------ .................... .............. IE W = 31.20 is S 29.7 EX. MH STA 59 +45.21 Williams � EX. MH STA 59 +26.21, 5.0 LT - - IE W:= 29.0 - RIM EL - 35.01 RIM EL = 35.03 - - - - - IE: (N) = 29.90: : IE (N&S) = 29.80 IE (S) = 30.10. SCALE ........IE(E &W) = 28.1b - - - - - - ............................... ....... ..........................Horiz 1 ": _ 20' - - -- - - -- - - - -- - -- - - -- - --- - --- -- - Vert. 1".= 5 SHE* ET 4 L ffl z 0 IS-272204 i - S'- 772 !y SCANNED AL 2 7 2001 R n II L I a I 1 1+86 II 0+14 34LF 6"PVC/ 9 MH N0178' -E ,- - 4 931.21 G 0 E 8 PV - — - — - — - E 0 0+67 MH if -PVC/ CD 'I 23LF 6 6"CAP cl: E 0+18 25LF 6"PVC/. 25LF 6-PVC/ 0 eck — -- — -- E 6"CAP 3: 1 o 1 0+97 6 1 2+37 Deck I 25LF 6"PVC 4"CONC -PVC/ 'i 25LF 6 10 (u 4"CLAY < 0 < I 4J 1+64 22LF OF < 6"C-900 < CONNECT TO - 6"PVS W; 1+82 X < 38'LF OF 6"C-900 1+62 CONNECT TO 6 < 25LF 6-PVC/l 6"CONCRETE 1. 4"CLAY LAY EXTRA TO MAINTAIN POSITIVE zo GRADE F- t AS-BUILT CERTIFICATION SIDE SEWER MATERIAL I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SHALL BE C900 PVC LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME fir OR UNDER MY DIRECTION. 23613 Lam CIA F.D. RINGEL L.S. 23613 DATE:— 2— 56+00 56+00 - -1 54+00 53+00 52+00 51+00 Of 55+00 a- - . ............ . .... 0.2 LT ..................... - .......... ---------------- -- ----------------------------------------- ----- -- ---- ----- 53+98,- 5�2- LT --------- ---- - - - . .. ..................... --------- ...... -- .............. .............. AiH 0 STA 56451, MH dl STA- 53-7- �� REMOVE EXISTING MH AND REMOVE EA7S771VG MH AND_ REPLACE WTH NEW 54 MH RIM EL = 35.-I4 33,44 REPLACE WITH NEW 54 RIM EL =1. 31.90 _52+119, 6.4 LT CO 01:STA < IE:10-(N) = 28.-2Q 28.09 35. 1E 10-(S) = 28.4a 27.99 IE 12-(W) = 27-Oa 27.41 REMOVE EXIS77NG CO-AND IE 12-(E) = 25-W 27.26 ...... . .................... REPLACE 107H NEW CO 35 -- ------ ---------- - ------ 'E- Flr(ff) 27.29 RIM- EL = 30. 65-E In Lli 1E 8(S) 27. 3J 27.31 IE 8"(At) 28.18 EXSTING SURFACE ELEVAnON Lli- — - — - — - — -- — - — -- — - — --- - — - — - — - — - — - - - - - - - - — - — - — 3& - — - — - — - — - — - — - C/) REMOVE EXISTING SEWER ......... ...... .... ... ............ �30 REMOVE EXISTING SEWER - REM IJ bi EX. SSMH STA. 56+56.90 -2149 LF OF 10" PVC ®00 ,,W 253 25. RIM EL = 33.34 .28% LF OF 8" C960 PVC @ 0.467- 199 ..... .. .... IE (N&S-) - 29;00 ... .............. ------------------ -- --------- ------------------------- - -- --- - -- --- ----- 2.5 ------- - EX SSMH STA- 53+9732: ---- ---- NOTE EX CO. z STA. 52+11.06 0 RIM EL = -31-73 THIS IS THE ONL Y:!,,'AIN LINE: FOR THIS RIM EL = 30.65± JE (N) 276 �j IE (S) 27.5 PROJECT THAT IS A DIFFERENT MA TERIA L IE (N): 28.25± IE (E&W) 27.00 ............. — ..... ......... -------------- -------------- ----------------------------------------------- ...... — SCALE Horiz. 1 :20' Vert. 1 :5' ---------------- - ---------- - ... ......... ... ---- -- -------- ...... SHEET 5-. wwP- fv- 37 ai �l 1113 , UL 4 7 :LL 17 3 0,9 1 C14 N rl- C'4 CN b Lu Oe LU Ln U 0 Lu Ln ce- af Lu E- Ir I 1 1+86 II 0+14 34LF 6"PVC/ 9 MH N0178' -E ,- - 4 931.21 G 0 E 8 PV - — - — - — - E 0 0+67 MH if -PVC/ CD 'I 23LF 6 6"CAP cl: E 0+18 25LF 6"PVC/. 25LF 6-PVC/ 0 eck — -- — -- E 6"CAP 3: 1 o 1 0+97 6 1 2+37 Deck I 25LF 6"PVC 4"CONC -PVC/ 'i 25LF 6 10 (u 4"CLAY < 0 < I 4J 1+64 22LF OF < 6"C-900 < CONNECT TO - 6"PVS W; 1+82 X < 38'LF OF 6"C-900 1+62 CONNECT TO 6 < 25LF 6-PVC/l 6"CONCRETE 1. 4"CLAY LAY EXTRA TO MAINTAIN POSITIVE zo GRADE F- t AS-BUILT CERTIFICATION SIDE SEWER MATERIAL I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SHALL BE C900 PVC LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME fir OR UNDER MY DIRECTION. 23613 Lam CIA F.D. RINGEL L.S. 23613 DATE:— 2— 56+00 56+00 - -1 54+00 53+00 52+00 51+00 Of 55+00 a- - . ............ . .... 0.2 LT ..................... - .......... ---------------- -- ----------------------------------------- ----- -- ---- ----- 53+98,- 5�2- LT --------- ---- - - - . .. ..................... --------- ...... -- .............. .............. AiH 0 STA 56451, MH dl STA- 53-7- �� REMOVE EXISTING MH AND REMOVE EA7S771VG MH AND_ REPLACE WTH NEW 54 MH RIM EL = 35.-I4 33,44 REPLACE WITH NEW 54 RIM EL =1. 31.90 _52+119, 6.4 LT CO 01:STA < IE:10-(N) = 28.-2Q 28.09 35. 1E 10-(S) = 28.4a 27.99 IE 12-(W) = 27-Oa 27.41 REMOVE EXIS77NG CO-AND IE 12-(E) = 25-W 27.26 ...... . .................... REPLACE 107H NEW CO 35 -- ------ ---------- - ------ 'E- Flr(ff) 27.29 RIM- EL = 30. 65-E In Lli 1E 8(S) 27. 3J 27.31 IE 8"(At) 28.18 EXSTING SURFACE ELEVAnON Lli- — - — - — - — -- — - — -- — - — --- - — - — - — - — - — - - - - - - - - — - — - — 3& - — - — - — - — - — - — - C/) REMOVE EXISTING SEWER ......... ...... .... ... ............ �30 REMOVE EXISTING SEWER - REM IJ bi EX. SSMH STA. 56+56.90 -2149 LF OF 10" PVC ®00 ,,W 253 25. RIM EL = 33.34 .28% LF OF 8" C960 PVC @ 0.467- 199 ..... .. .... IE (N&S-) - 29;00 ... .............. ------------------ -- --------- ------------------------- - -- --- - -- --- ----- 2.5 ------- - EX SSMH STA- 53+9732: ---- ---- NOTE EX CO. z STA. 52+11.06 0 RIM EL = -31-73 THIS IS THE ONL Y:!,,'AIN LINE: FOR THIS RIM EL = 30.65± JE (N) 276 �j IE (S) 27.5 PROJECT THAT IS A DIFFERENT MA TERIA L IE (N): 28.25± IE (E&W) 27.00 ............. — ..... ......... -------------- -------------- ----------------------------------------------- ...... — SCALE Horiz. 1 :20' Vert. 1 :5' ---------------- - ---------- - ... ......... ... ---- -- -------- ...... SHEET 5-. wwP- fv- 37 ai �l 1113 , UL 4 7 :LL 17 3 0,9 1 Taw �r (A O c 0 O U c 0 L 7 O V) Z m O 7 U 0 Ld U a V) w LV a if II w J U O J d LEI Q O 8 J a L LLI Of x W z L,.I J LL_ N 0 N � N o \ Y Z N0 0 z I o L:•i 3 Ci ~ W Q LJ N L1 V_' C) O L L 'E w � •U W rT, U 1 w ' 1 0 a3 O TIE -IN TO � a o w U O � 7 i� � a � o = L l 0 H 0 Z 3 (.!) Z O cV Q (A O c 0 O U c 0 L 7 O V) Z m O 7 U 0 Ld U a V) w LV a if II w J U O J d LEI Q O 8 J a L LLI Of x W z L,.I J LL_ N 0 N � N o \ Y Z N0 0 z I o L:•i 3 Ci ~ W Q LJ N L1 . L_ Q° T V_' C) O L L 'E w •U W rT, n F- ' 1 0 V) TIE -IN TO EXISTING MH w U ,- 7 i� a� U � o = L l 0 07 Ld z D 0 Z 3 (.!) Z cV Q W - :(S ee WQW SEE ABOVE = U = > Q 40: o d. to 0 w 2: Lf)ne Q - - - -. o� _ 1 � - - - - -- J W +- , 0 +, - o 0 -+-------------------------- o : ° W = f IE 8 "(E) = 29.98 - 0 °� Jo o� . L_ Q° T V_' C) O L L 'E Q •U W rT, n ) 0 �a c �E = a� :3E \E OIN C 1 I •C cj) a O x J J Z 2 O N ? �0U o oQ �z� a66 — _wT. X64.2 I 1+53 34LF 6 "PVC/ j d "ri ev I 1+02 j 34LF 6 "PVC/ 4 "PVC I I 1+06 25LF 6 "PVC/ j 6 "CAP I I I I I I t n C 0 +90 25LF 6 "PVC/ 6 "CAP l s- z7zzie ry 60+00 59+00 58+00 57+00 m m---•----------------------------- - --- MH 12 STA 59 +44, 3.7 Lt T _ . , REMOVE EXISTING MH AND REPLACE- WITH NEW 54". MH : Q RIM EL = 35.-Qt 3 5.2 2 o 40. : IE 6 "(W) - = 29.54 4.4 LT :MH #7 STA 59 +26.21, _6-LZ -- IE8_(lV) := 29- 94- 29.87. - - -- - - - - - -. -REMOVEEXISTING -MHAND --------------------------------------------------------------------------------------------- > � IE 8 "(S) 29.-4-t 29.77 :REPLACE W TH NEW 54" MH m 0 V) W I H 35 W = z 30: W ............... b-i CAI .......... ................... IE (N) = 29.90 - E &W :WILLIAMS AVE S IE �S) = 30.10 �wp'�% • ��ji IE E) = 28.1 -R /M EL = .35-bu 35.23 o I 10" = 2`9 a 28.89 mul 35 f— W 30 z c/) � 25 af Lo Z Lo z. i3fw6aY'lBn`5� wRwc urr�a,�,TwI cz, c yti 6 " PVC 431L M As 04. � THIS LINE CONNECTS TO THE —� MANHOLE IN BURNETT AVE S. �— IT ONLY SERVES THE DOCTORS OFFICE AT 435 WILLI,:AMS AVE S. (NOT ASBUILT) AND ST ANDREWS M,nSpNk, !LODGE AT 505 I AVE S. W - - - -- 8" CONC - -- — --SD SDI SD )4" D� 11,5+00 116+00 c W TIE -IN TO EXISTING MH w U o o 2 > a� U � o = TH p� tom/) 07 Ld z D 0 Z 3 0 O Y W U pJ >W 8 a 4 I 1+53 34LF 6 "PVC/ j d "ri ev I 1+02 j 34LF 6 "PVC/ 4 "PVC I I 1+06 25LF 6 "PVC/ j 6 "CAP I I I I I I t n C 0 +90 25LF 6 "PVC/ 6 "CAP l s- z7zzie ry 60+00 59+00 58+00 57+00 m m---•----------------------------- - --- MH 12 STA 59 +44, 3.7 Lt T _ . , REMOVE EXISTING MH AND REPLACE- WITH NEW 54". MH : Q RIM EL = 35.-Qt 3 5.2 2 o 40. : IE 6 "(W) - = 29.54 4.4 LT :MH #7 STA 59 +26.21, _6-LZ -- IE8_(lV) := 29- 94- 29.87. - - -- - - - - - -. -REMOVEEXISTING -MHAND --------------------------------------------------------------------------------------------- > � IE 8 "(S) 29.-4-t 29.77 :REPLACE W TH NEW 54" MH m 0 V) W I H 35 W = z 30: W ............... b-i CAI .......... ................... IE (N) = 29.90 - E &W :WILLIAMS AVE S IE �S) = 30.10 �wp'�% • ��ji IE E) = 28.1 -R /M EL = .35-bu 35.23 o I 10" = 2`9 a 28.89 mul 35 f— W 30 z c/) � 25 af Lo Z Lo z. i3fw6aY'lBn`5� wRwc urr�a,�,TwI cz, c yti 6 " PVC 431L M As 04. � THIS LINE CONNECTS TO THE —� MANHOLE IN BURNETT AVE S. �— IT ONLY SERVES THE DOCTORS OFFICE AT 435 WILLI,:AMS AVE S. (NOT ASBUILT) AND ST ANDREWS M,nSpNk, !LODGE AT 505 I AVE S. W - - - -- 8" CONC - -- — --SD SDI SD )4" D� 11,5+00 116+00 TIE -IN TO EXISTING MH ------------------------------------ ----------------- ••------ • - - - -- ON BURNETT TH I S' LINE NO'T CONSTRUCT-ED o : - - :(S ee r e S) --� SEE ABOVE , 40: o o.o- C , -40 - - - -. o� _ 1 >RIA4 - - - --- ---------------------------- : PPROX STA 115 +20, 14.0 L T - - - - -- 0 +- , 0 +, - o 0 -+-------------------------- o : ° v v = f IE 8 "(E) = 29.98 - 0 °� Jo o� J -o� o 35. 3 : Q Q a Q cl :Q �� Q : ...... .•. ........................ _ _ _a -35 -. - ----- •- - - - - -- _ 30 ..... •APPROX 110 LF OF 6" PVC � 0.4�`� --- ------------------------- ------ �� - -. -- �, 3 O ........................... REMO VE THAT PORTION OF THE SEWER THA -T IS BELOW THE 25 : : NEW 6" SEWER- : : : 25 . .. - - -•- ---------- -----••----- - - - - -. EXISTING MH STA 116 +49.47 8.04 LT AS —BUILT CERTIFICATION = SEE MH #12A : RIM EL: = 34.99 IEE= -28.2 Esc. SSMH STA. 59 +45.21 IE W = 28.2 HEREBY CERTIFY THAT THE HORIZONTAL AND -VERTICAL RIM EL = 35.01: LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON IE (N) = 29.90 ARE THE. RESULT -OF -OF -A- FIELD- SURVEY -MADE -BY -ME - - - - - . - - - - - - IE (S). = . 30-.10............................................. OR UNDER MY DIRECTION. - - - - - - IE (E &W) - = 28.1- - - - - - SHEET 6. F.D. RINGEL L.S.- 23613 DATE: _S 5TH ST S---272206 C - * f ;F S�vtu JUL 2 7 2001 — — — N o I + i N of � I i i I o N I i j i i i i I i Aso.: U CL' o w I I I ■ -+ - N y I N 1 I I HENRY FORDI ELEMENTARY I " I Z r'V V- I I NOTE.• ONE OR MORE OF TH_F SIDE SERS :I I HENRY FORD ELEMENTARY I F- 21— g w V) J SERVICING THE COMMERCIAL LA U DR J i ��JJJ t � cn ,z ON THIS PROPERTY ARE ACTIVE. I g a 2 002 f L HIGH VOLUME FLOWS ARE PRESS T. 3 i a 1 I v a I W t r.• o O w W I III I N a F iN 0' c Lu w in w c o I f g a J j 2 +07 1+89 , +8, " ' I Y EL -- 0.1 -- -- - -- - -- - -- - -- - -- - I 0 +86 ; Y - E I 0 +45 � a -- - m Conc.Walk 1 +11 -- - I 6Conc.Walk z III rnrri m _ _ -_ _ 559.88' NQ1 _- -_ - - {- o - - _ -_ --i'0 PVC- -- - - ---- � °o::,; �,- _� -- 28'2 F -- o �.E - -- - - _ -- - - - -- - -- - - - -- O -- - - - -'- -- - -- - - -- — - - - M Zoe r� OR _F --- - -- 3Q= ' - -- - -- - -- - - - -- -- ------ - - - F--1 - .. �n" P .o w ® e o N rno N c c W I Conc. Walk 1 +58 W o E Y r- Conc. Walk o - I c a mE -119 00 1 I Planter 1 1 +36 '- Conc- WaBc -- -- -r __ _ i_ -- Ti -_ -- 6'Conc.Walk E9 C10 \N 1 1 l u O I 0+ 0 +2_ - _ 2 34 �' Porch I 1 68 V - 1 +2 I , 0 +, W LIJ ou \ aL vi o. a° ` a a° ° Porch / j Porc < a a. I \ ,n I y»od Y 4o10d I rn I a EL I o- a I I a - t j a a J I I _ TJI � II I I I I I J j w i a _o v,oa o 'n=- 1 AS -BUILT CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL ._ y tk Ysf LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME 61 +84, 4.7 LT OR UNDER MY DIRECTION. a c MH 9 5 T SYF85- -39-1L z3s1s ? o o REMOVE EXISTING MH AND f tcexc® 6 REPLACE WITH NEW 54" MH i F.D. RINGEL L.S. 23613 DATE: w RIM EL = 44 -a 41.42 nES e/nI V g 62 +00 f $ "I ") _ 33260'1 HI IE 61+00 60 +00 59 +00 58 +00 57 +00 f 10' S = . ..... ........ 8' .INS. _- 3'.rQ- Q i/NSIDE _PRO . .33.45. . o L L - o ............................ a..-.._..- .. ----- - ....- --------- - .- .-. -MH 8 STA- 558g. +97 5.0 LF ----- -..._... ---- .------ .--- ._..................._..................._.. .... --- ...............- ...._... ........... -.... o : : - - o _ REMOVE EXISTING MH AND- REPLACE WITH NEW 54' M14 - - o - - - RIM EL = J&.T 38.75 . '" 40 am - «:;- _- _- _- _.- ______- ao oa - 1E 10(N)=JH: ff 32.26- - - rc - . is 27221C 40 x..... -... ..............� g.............. -. -. ...............-. -- . -.--- -- ' - - .......... -- ---------- -..,-. UTS) = -X_7$ 3216------..... ----- -- - --- --'--'------...........:.........:........--- m< -- ----- - - - - -- - - - - - - - O - -- — -------- - - - - -- - 35 o D: D 35: - - - "- - - "- - - -- - - -- — — ............ - - .. REMOVE EXISTING SEKIER EXISTING MH STA :61 +85 2R4 LF OF 10" PVC @ -O.-a - - - - - - _ _ - _ - - SEWER - - - - _ - w - bi 30 W RIM EL - 41.20 284 0.31E - _ _ ......:. 287 _ _ - _ .:. - " . _ ... - : - EXISTING MH STA- 59 +04 G LF OF 10" PVC ® - - - _ _ 3 — REMOVE N LJ iE (s)- = 32:60 - .. - RIM Ec = 38.7D ..... 272 a.28...... . zo IE IN = 33.90 _ _ - - _ _ _ _ IE -(N & S) = 32.20 - - - 0.33% N IE (NE) = 35.40 (DROP) IE :(N W) = 3250_ LIJ Li ...... ................................................. ............................... - ..... ......... . -".--- - - ----------------------- ...- ..- ..... ..------ - -....-------- - - -- ------------- - - - - -- ----............ .............. (� SCALE Horiz. 1" = :20' Vert. 1 " = : 5' SHEET 7 OLL 173, 093 a o 11 N N m \ r- o �� I i N a� Ia% I I \ ! p' w ,'\ Lu M Lu uj \T \ 1 _ 2 W 12 c a o 0 WELLS AVE S 1110r 2 ul uj W J 0 W ON L HOOK UP 8 - ` SHORT CL o° -� L_ _ I TIE -IN TO MH -1_ - -8 VC N + - _ - - \ - _ N012823"E -- - - -- m EXISTING MH �-- _ _ _ 0 _ -____- 8'r PVC .. __ -- z 1 MH X Irl� 4.. ING w ❑ a n I II I u, I N I I I 0 +06 i 0 +71 +6 - m E I j I I� 0 \ > j I I 78 a j > �, i ' I _°,,119 00 cN I a j '� ,`\ X327 vF_CLS AVE S J J a I I I j I j I Ij i n ¢lC�K Dh, AS -BUILT CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL w LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME OR UNDER MY DIRECTION. 236113 f�L LAl1a 3 0w61.s>'n,/ F.D. RINGEL L.S. 23613 DATE: 67 +00 66 +00 65 +00 64 +00 63 +00 62 +00 a 4.2 LT .. .. " ................ ..... _ _ 4.3 LT - H iT 5 A 67f -14, 50�6Z INSTALL "NEW 54° MH - - RE O SXA 64+76 AND REMOVE :EXIS77NG MH A "T STA 66 +76 - REMOVE EWITH N MH AND 4-8 LT _ REPLACE NEW 54'.MH _ _ EX MITI STA 7NG MH A _ w � RIM EL =MATCH EX SURFACE ELEV. � I- - _ - RIM EL = 4202 42-2$ - - - - - - - RETAIN EX /STING MH AND o a - - IE 6 "(S) MATCH EX IE 3488 37.02 - o E E - .- E _ 8-(N) - - - `o_ - o - � � o ° � - lE = 35.70 357-fi - - CONNECT NEW PIPES: TO 45 : : E ( ias ELE A, rn - rn . -o 2 /E 8'(S) ` 35.60 35:64 - - - - EXISTING INVERTS : - - x ................... . ........... ...... .... ............ _ N - _ - - _ _ _ - - - RIM Et -_ 41.44 - °�_o _ ........................ X STl . SURFAC v noN. " _ 4 5 - ...... .....- - -- --- ....-- .. ".. "....... "..... m : - "om o - - - - - EXISTING SURFACE ......�-- _ ----- . "..... - x G SUR NATION -� " /E 8 "(N) 5�F -55t 34 79 J j o IE 8 "(5) 34-45 34.69 -- -- -- -- - -- -- a - -- - - - - - -- � - =- - - -- a --- - - -- -- IE 8 "(£) = 34.89 a a� a� 4-Q INSTALL APPRCIX. 12 LF OF 8 "' PVC � - � - _ _ - - - - � - - - _- - - - - -- TO REPLACE REMOVED LfAIJNOLE ...- ... " ............... �.. ° -- - --- -- ....._.-- "- .. ".. " " ". °- -- -- MATCHEXISTINGGRADE - - - . . -. - "_. ...... ... ..... ........ -. 0: ... ... �. 4 0. SS SEWER ELUSH BOX -------°-._---°-------------- °------------- - ----- - - q - - - _ - . REMOVE EXISTING SEWER : : - W 35 ( BANDONED) ELF OF 8" CURED =IN -PLACE LINER HORIZ PIPE IE 38.80 ABANDON EX ........: REMOVE, . 239 W 35 . .. ............. ..... .......... WMOVEE .SEWER L /NE. EXISTING MH STA 66 +76 --- -__-_ _- X/SI7N_. Z - - RIM EL = 43.1± - - EXISTING MH STA 64 +76 - � LF OF B " VC ® p - - - - - _ - 18 .49% - 0 IE (N & S) = 38.21 - - - 1 ( & 35 70 - - - - 0 VC P _ RIIM NEL S) 2 -02 - - 3 - - 0 EXISTING MH STA 62 +93 1�4 LF F B' P ®>K RIM EL = .41.28 1.10 IE (N & S) = 34.50 - - 1.32% W _ I .. " . ............. ..:........ ........ ........ "- ..... "- .............. E 34.80 SCALE Horiz. 1" = .20' Vert. 1 " _ : 5' .......... ...:......... ......... :... ... SHEET 8 SCANNED JUL 2 7 2001 RlqowLL 173 094 0 N o N m o� r__ C'4 a 5 N ° I � y V1 L N E3 Ln z a Y - - ® 1— Z Lu z Ln W N z � W Q Lu U 0- ° a o O w w m Ln a� Ln G Lu W j ' W V) alk N I Q J n _J Ld _ 1 d Q C) o'E 3Q 8... o �W H U W \ c rno el E di �E �'N C C p� i �I 11 CO pi i I _ N d � �3 1 �3 I 1 ' O ! r I i oo,"'1 o y -o i i ! i i [ i ! w10 n ! I I tr 41CK DR AS —BUILT CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL s m r cK ts, LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON v H E w r ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME d' OR UNDER MY DIRECTION. Q Z >o U 0 23613 F.D. RINGEL L.S. 23613 DATE: u 65 +00 64 +00 63 +00 62 +00 61 +00s 60 +00 a .. .... . .. .. ...... ..........- .... -.... ....--- ...- .. ... -. - .................................. - ....- -- - ------ ---- - ---- --------- ----- -- - --- -- ---' ---- ----------- ---- --... ..................... .... .---- --- ------"" - -- - --... ................. " - 4.3 LT - - - - - - - - - - - - ° 14 EX 64 +86, .5'- RE EXI Q" -6T o ° REMOVE ST/NG MH AND REPLACE W/TH NEW 54" MH 3.5 LT : : 45 p x m RIM fL = 39. 3,I. 39.60 - - - MH 3 STA 62 +08 3B-ET 45 ° ° lE 8 "(N) = 354Q:33.66 REMOVE EXlS77NG MH AND x ...... ............... o.Q....:....... iE 8 "(S) = 33.dQ:33.55.....:.....- o ..:......... ..........:..............-----; ol---- = y---. _.... ------ ..........................:. -. . .. o I.. REPLACE- W17H -NElY- 54" M RIM EL 3i_2Z 3� 36 o - - _ /E 8:(N) = 3f,1 -2 31.46 : : ° - - J ° o ° /E $(S) = 3iB5 31.34 - o 0 ° - 40..0 .........:. _ . - _ ...:.......... 40...... .. EXISTING- SURFACE ELEVA71ON ° J o a o° Q 35 W 0 0 ° o ---- -- - - -- - -- -- - - = - -- ------- - - - - -- - -- -- `� 35 --------------- - REMOVE EXISPNG SEWER - .- ----- ------ --- -------� --;---------:-----...- :..- ......_........._.........: .......:....... ..:.- .......:........._.......- ---..-.:........._-- VJ H — 0 IJ_I N _W LF OF 8" PVC ® - - REMOVE EXIS77NG SEWER 3 0 : 27°..:......... 0. 75q ------------------------- --- --- - - --- - --------- ---------- --------- -----------------"-"- LF OF 8 °PVC ®Q - 3 0 ................. EX.: SSMH�STA :64 +86.......:......... - - - - -. 0569 -----...... ".........-------- {�-" --- "----- .....:... 0 RIM EL = 39.33 SCALE " IE - 33.4 HOt"I "Z. 1" = -20' : : RIM SSMH 37 "2762 +08.34 Vert. 1 = .5' E _ .32 -30 w 0 SHEET 9 ww�oa,.y,22 5- X7220` -4 Y E SCANNED JUL 2 7 2001 RlqqwLL 095 173 N o N N I o I LLJ 06 I I a O 0 +705 1n / I 0 +30 I 35LF 6'PVC/ 0 +16.5 Q M •D 4 "CLAY 6 "CLAY 35LF 6—PVC/ - 4'CLAY Lu 2: � W (n ¢ W W 1 +69 I ;L u j Planter U ^ I I �-- d 2 +00.5 23LF 6 "PVC =o ° O m - -__— 4� PVC / / U) af CLAY " " Y I 1 +246 "fir/ I H 0 >n ce W Lu U) 010 0 u x C N � / :1' -' �- Conc. Walk v — L - w �. — J , — a � _ - - -- INT. =70+ .37 �— MH j76 0 -- -- - -_ ° o` f. -.. - - -_ - - - -- - ___ , o G 1 8 PVC ..,;. ::, m - _� I _ - -_ --i_ __ ---+- .� -�.. �,.0 ,A.S 'n `° - - - -- - - -- - 8' PVC M All- _ _.. - - n _ r, F eA � o w ,.- �.; I �� SUPUNE�I ,. C r � � �c1 .,AS - Op E= o ° jr I� I —1 O P w CZ-` 1 +51.6 ® ,0. -- -�- -° -- °. �a '2nd LINE 712 -RD (� I I �7 a I,_. - -- -- ® -- --- -- -- I--I ri I INTO EXISTING p v 1 ® 2 +16 j SIDE SEWER c E CONFLICT WITH I � STREET LIGHT BASE 1 ° ° o 15 '3 0 I USE BENDS o a �N I a c r I 0 +96 a s : 0 +39 PLUG TEE I PLUG TEE j > I MULTIPLE > 0 +60 MULTIPLE CONFLICTS a j :CONFLICTS a 25LF 6 "PVC/ I WITH UTILITIES j A. WITH UTILITIES CAP END ' a gtr j I ¢ZC�KD� AS -BUILT CERTIFICATION 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL r a cs LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON tz r' ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME 5 OR UNDER MY DIRECTION. z o q ? $ 2y� LAO F.D. RINGEL L.S. 23613 DATE: 70 +00 69 +00 68 +00 67 +00 66 +00 65 +00 a MH 16 -STA 7Bs3z' Aa LT RE14OVE-EXIS77NG CO AND - - - - - - - - E w : REPLACE WITH NEW 54 MH - - - RIM EL = 41-7 41.44 - - MH 015 STA 67+7Z-5.0 LT - - - - w G : : lE 8-(S): _ ° - - : : : REMOVE D9577NG MH AND : : : - 4 J - 38 02 36.54 o : : - - - - - `I R3LAfi NEW " - - - _ - - - x... ........... .. ........... ..:... . .........c ....- ....... -.. ....-- ................. .................. .. - -. - - MH _ o 03 - - - -- -- -- - - - - -- ---- -- ----- -o. ..RIM EL' =48.73- 40.8...... - - .. -... _ ........ . ......... - ................ o � 4 m - - - o - ° 1. o o . _. .. ........1 / - N IE i ( 11 o ` !E 8'(S) _ 3i,2 35 =13 N o o J o - W < ~ 40 a W - 40 ..... ................ ...-......_.-.. -- --- - - - - -- ----- - - - - -- - 0 ° - :REMOVE EXISTING SEWER - - - 0 - - - () W .............. ....... - _ :.........:....-..------------- ......- ..:.2K- LF-OF "8":PVC0P,< -- -...-- - - ----. ..... -. - ..:--- - -- - - - - -- - ^- - ----- - -.. -- ....._........._... _ --- - - - - -- i --- Z .261 - O.Ci" N : : : EXISTING -SSMH STA. 67 +72.35 - : ELF OF 8" CURED -IN -PLACE LINER - - EXISTING C.O. STA. 70 +32.02 - - - - - - RIM EL = 40.19 _ - 285 _ - ,�i : : : : : - - - - IE (N &S): = 34.90 - - - tr RIM EL. = 41.15 - - 30 o ................. .................IE.(.S). °36.25±.- ............:. - - -30 SCALE — — — — __- .... -.... ....... Horiz. 1" _ :20' Ve t. 1' _ :5' i SHEET 10 Z wwpa7 – ?'a S -272�2 0 5'- 2,a 7 I,C SCANNED JUL 2 7 ?001 R14111111111ILL 173 096 C N o I I I I I N� N ! i i I � I N�� I � � I I I � I I I 3 9�� I � � _ I I I I _ � � � � a - N � I � �� i j_ � � � I � � � I I � � � ABANDON I � I I N I � � a m � � � � F `n _ - a �k I � � > I r w I ,--, �- I II � Z I _ W I m ¢ � �, �� I I - - I I I � i a � I LI Z I `• � � � < � � = a I �o t\ Z d �' I � IfII mo � � � � i � � � = I �� I' � � I- W a � � m� � m I I _ -.. � m I V / Z � I I wl I x � 1 .. o w � � I N � �� W � � °' I a' I —� ut `y° � c � a �. @ ac � � ,�.I _- T114� 100 U Q Z a s I I �° � a .L ® � a � � d W < _ I I I _ o. o Deck Deck I �' - - W o O w � � � a � a s m I ° I �.%� -. c ° � � � � I INT.= 173 +37.00 ��' a C/'i � W U c _ _ __. - - ' �— ° uoid '#o `o c (S 5th St) G = - � m � ® o.. T' -�:, -,- - ._v _ - o = 55+56.53 �� I L!J Ul o � p �" _ c� (Burnett Ave S) � ° U 0i MH 17 �.. O � -�� J� onc( .... U � P i r i , 8 C � —O _- � V ._ — . w - -- i % .. m \ o - - - - 560.02' - N0727'04 "E o 1- ®1 I 0 q � � T- O' c LLJ c - t . -J `�� 0 0�0 ° s — v m o l''''� Z n y'c w° F /LL EX 15 LINES ON I� I / a Q O ° E - - - y ¢ _ a °' BOTH SIDES MH � O �¢ � Y ° - - - - - � GROUyP�R I , ��w� o E'I u ® � a - _ _ _ - - °- - - —= - - PROWS /O/J� AND PLUG'' I _ � w � Y - ;_THE ENDS � ry c W \c � ° r� a l I- I / � I _ m a /i � i is c'O 5` a = ¢ +. I 773 pl t - -51 o �� •n r 6 S. 9 I o _m 9 - < _ mE _ � - - - - - _ - - I �I a � ,E — � -- -- -- __ __ i wl i - - d - - 'Y. M %:_y' C ii o � a f ; - 4- a � o O _ .. -_ ,. I � I , - - - - 559.95 � c:- i . — o ...- __— -._ - �� P J =. ��s 0 - - 50720'03 "W � i 8 Z9. �j SP � - - __. _ _ - - - �� - - - d] 28.9 n �';.8 � _ 5 2'.5 cS 4` o �3 � -..... _ -.. - - - �� o — I _ \ � -- -- -- o - -- o -- o -row o V� _ 0 0 0 o I ,L1 -. ',7� - - - - - - - - - I KIM =�2.� II o zsY � � � - - I ��I I I \ �� \ ¢1C„KDh, AS -BUILT CERTIFICATION I r I I I h�' I ��'� I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL � ' � Y LOCATIONS OF THE SANITARY SEWERSSHOWN HEREON = ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME �� s � � � -�� OR UNDER MY DIRECTION. S �� tat>w F.D. RINGEL L.S. 23613 DATE: �� o �o e� 60 +33, 10.6 RT � 97��/ t3 � b MH 17 STA bD�5B- 9�5-8T ''" � ADD N£W 54" MH 61 +00 OVER EX /577NGLlNE 60 +00 59 +00 58 +00 57 +00 56 +00 a R!M EL = 38.z3 37.62 ¢ : : : •!E 8 ". (S) = 3p 3,13�2�,� : : : � : - ------------------------- �_ �-.--_--.___-.....-.-..-......-............-.....--.-.._......-...-.. ..--- .- ...._...- .....- ......EX. MH STA 55 +70.54.11.79 RT - - � z - - z _ - RIM EL = 34.07 w : � : : : : : : : � o _ _ - : : : - IE 8" (N) 28.90 : : C ¢ ¢ - - - : : : N IE 15° :(S) = 27.50 : : � � � : � : : : � � V : � J - - - - � - � oz z lE 15 ";(E) =PLUG AND ABANDON x 40: c e�� o _. EXISTIN SURFAC L NATION ............ . . . ... . . . . ..... . n °� o w m N - � � ; ; ; ; a � ; _ a a ; EXIS7ING SURFACE ELEVATION ; _ - _..35:. ...F —. __ __.:. .......: – – - - - _..:.....--- .:.....- ..- . - -.... – – -- a – a 35a W - - 0 0 _ : I�n -- : � - EXISTING 8° PVC � � - - - - - - - : 0 .... � 0 � ...V ! . � � _ � - (NO REPLACEMENTON 1HIS RUN) _ -- _ __ -. � _ - _.. _ _ _ � -_ __ _ _..___ _._- _- 8 -" PVC � - � 00 0 : 3 O EXISTING 0 0 z SCALE -- (NO REPLACEMENT ON THIS ?UN) - - _ w � � w � � � » : ; - � -EX. SSMH STA-58 +37. 70.5 RT - - � - � - - _ __ _ Honz. 1 = .20 RIM EL = �6A6 0 � W Vert. 1 �� _ .5' IE (N & S) =.37.2 � - � - w -w (!) � � 2 5 _.. . r �- w � I � ... � � . -....- .. N SHEET 11 w�P- r,,, =: 5 -272 1 1 /fir; .S'- ' 7�?ao SCANNED JUL 2 7 2001 • u 4 N o N L Ln W 06 Ln " O F- m N Ln ui � Lu Ln Lu 1 +70 W LU Q CI- L~L.I c Lu m Ocr_l V) - MH ,fF20 af W� - W Q w _ cn Lu Z — co a m o d y o — -- - - -. -_ - - -- - 24 °H20_ - z 0 0 0 — �< -- b- - - - - -- -- -- _- -- ` i ; { 1130 WN as \ -,E 559.62' N01'20'03 "E P a 3, I?.ii -- -�-- -- _ O p l 1 Conc. Walk °LLO NOTE.• WORK ON BURNETT AVE S, BETWEEN S 3rd ST AND S 4th ST MUST BE s COMPLETED PRIOR TO SEPTEMBER 15, 1999. tCKD .�, AS -BUILT CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL CONNECT EXIS77NG SIDE SEWERS TO NEW MAIN C� c� LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON NO SIDE SEWER REPLACEMENT REQUIRED /N r ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME OR UNDER MY DIRECTION- BURNETT = BURNETT AVE S. a 722121 m� a ci® �I �1 `Aaz LAO _ > _ �,�,�,� F.D. RINGEL L.S. 23613 DATE: u 66 +00 65 +00 64 +00 63 +00 62 +00 61+00 a ------------------- - - -------- - - - 61 +61, 10.2RT --- -- ............ 66 +22, 12.4RT - - - - - -MH f2O STA '6E+78,- �9:J1BT c - MK 19 STA 64 -F26, 10.35 RT -_ - - - - - AD: 18 STA Sf�- 9:9y -R.L REMOVE EXISTING MH AND o : : : : REMOVE EXIS77NG MH AND R/M FLEWS MH38.35 - - - - - - ¢ - REPLACE WITH NEW 54" MH REPLACE VATH NEW 54" MH - - - - - - - 0 o w RIM EL = 38,.5t 38.68 : ° : : : : : : RlAf EL = 38.34 38.51 - - - : - - - IE 8" (N) = 3298 33.15 - - - ° IE 8" (S) = 3289. 33.00 - E 8" {N). _ .39.'48 34:73 ............. IE 8" iN) - 34.12 33.95 .- ......o ......... ... o /E 8° S = .34-62 33-8 5------------------------- ---'-----'--- -.........---..... .........................----. .......- .... ---.. _................. .....- ...... y IE 8" (5) _ -34.63 �) ° - o EXSTING SURFACE ELEVATION 40.. .. .. - - - - - -- - -- - - - -- - - - - - -- .. .......... .........: a ° _ 0 ...... G. - - - - - - - - - - - - - - 0 - - - 35 REMOVE EXISTING SEWER - - - - - - - _ - - _ w - -- - - - -- -- - -- - -- -- ..... - ......... .....5 __ Z - - -- ° l%JQLFB° PVC ®�42 -- - - REMOVE E %IS71NG SEWER 0 0.35% 3 O I EX.SSS 35.1± TA 66 +45.73.10.8 t2T - �7 R M ELM= 38 60 4 +25.66, 10.35 :RT - - - - 266 - '26% - - : .W LF OF 8" CURED -IN -PLACE LINER LF B" PVC ®0.49 .......RIM = - ...... .. - ...... _ ...... .. __ _ _ _ 0 HORIZ {'IP£ EL 38. 8 .........:................ ........ ............................... ..........----------- . _ .. --- - - - -- --- ----------- --- - .- ......:..............- - - - -:- :.........:... B ND SEE D TA--- -T ....:.---.... .....3 -IE 5 =- 34.3 - - - - SCALE - - IE N = 34.3 - - - - - - - - SSAMHOSTA 61+12, 19.85ERT - (�n RIM EL = 38.04 Horiz. 1" _ .20' ° - " Jo Vert. 1" = :5' E (N & s) = 32s a a SHEET 12 wwp.� .a�at \—T27 \\ - 2 SCANNED JUL 2 7 2001 ROLL 173 098 T I N \ G I I im I I #340 BURNETT AVE S\ \\ I ABANDON 3P Ln 0 114f° ® I N 1 +17 .29 1 +09 0 +47 Q 2 +41 - 2 +28 1 +94 1 +31 1 +26 0 +85.5 ° a 4 "H20 ® Conc Walk ' "- - .— _ — — MH #19 x o j URNETT AVE ° NOi'27'04 "E oo 560.32' - —'-}'" - -------- I-- 1 +02 _.___- - q - — - — MH X18 - 8" PVC L_-0 y o — -- - - -. -_ - - -- - 24 °H20_ - z 0 0 0 — �< -- b- - - - - -- -- -- _- -- ` i ; { 1130 WN as \ -,E 559.62' N01'20'03 "E P a 3, I?.ii -- -�-- -- _ O p l 1 Conc. Walk °LLO NOTE.• WORK ON BURNETT AVE S, BETWEEN S 3rd ST AND S 4th ST MUST BE s COMPLETED PRIOR TO SEPTEMBER 15, 1999. tCKD .�, AS -BUILT CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL CONNECT EXIS77NG SIDE SEWERS TO NEW MAIN C� c� LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON NO SIDE SEWER REPLACEMENT REQUIRED /N r ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME OR UNDER MY DIRECTION- BURNETT = BURNETT AVE S. a 722121 m� a ci® �I �1 `Aaz LAO _ > _ �,�,�,� F.D. RINGEL L.S. 23613 DATE: u 66 +00 65 +00 64 +00 63 +00 62 +00 61+00 a ------------------- - - -------- - - - 61 +61, 10.2RT --- -- ............ 66 +22, 12.4RT - - - - - -MH f2O STA '6E+78,- �9:J1BT c - MK 19 STA 64 -F26, 10.35 RT -_ - - - - - AD: 18 STA Sf�- 9:9y -R.L REMOVE EXISTING MH AND o : : : : REMOVE EXIS77NG MH AND R/M FLEWS MH38.35 - - - - - - ¢ - REPLACE WITH NEW 54" MH REPLACE VATH NEW 54" MH - - - - - - - 0 o w RIM EL = 38,.5t 38.68 : ° : : : : : : RlAf EL = 38.34 38.51 - - - : - - - IE 8" (N) = 3298 33.15 - - - ° IE 8" (S) = 3289. 33.00 - E 8" {N). _ .39.'48 34:73 ............. IE 8" iN) - 34.12 33.95 .- ......o ......... ... o /E 8° S = .34-62 33-8 5------------------------- ---'-----'--- -.........---..... .........................----. .......- .... ---.. _................. .....- ...... y IE 8" (5) _ -34.63 �) ° - o EXSTING SURFACE ELEVATION 40.. .. .. - - - - - -- - -- - - - -- - - - - - -- .. .......... .........: a ° _ 0 ...... G. - - - - - - - - - - - - - - 0 - - - 35 REMOVE EXISTING SEWER - - - - - - - _ - - _ w - -- - - - -- -- - -- - -- -- ..... - ......... .....5 __ Z - - -- ° l%JQLFB° PVC ®�42 -- - - REMOVE E %IS71NG SEWER 0 0.35% 3 O I EX.SSS 35.1± TA 66 +45.73.10.8 t2T - �7 R M ELM= 38 60 4 +25.66, 10.35 :RT - - - - 266 - '26% - - : .W LF OF 8" CURED -IN -PLACE LINER LF B" PVC ®0.49 .......RIM = - ...... .. - ...... _ ...... .. __ _ _ _ 0 HORIZ {'IP£ EL 38. 8 .........:................ ........ ............................... ..........----------- . _ .. --- - - - -- --- ----------- --- - .- ......:..............- - - - -:- :.........:... B ND SEE D TA--- -T ....:.---.... .....3 -IE 5 =- 34.3 - - - - SCALE - - IE N = 34.3 - - - - - - - - SSAMHOSTA 61+12, 19.85ERT - (�n RIM EL = 38.04 Horiz. 1" _ .20' ° - " Jo Vert. 1" = :5' E (N & s) = 32s a a SHEET 12 wwp.� .a�at \—T27 \\ - 2 SCANNED JUL 2 7 2001 ROLL 173 098 I BURNETT AVE S 112 GO O x L 511 BURNETT AVE ti � I I , I r, I � I I$515 BURNETT AVE 5 I I Lj 505 BURNETT AVE S H tEFLR01 BSMT.= 25 IJ/517 BURNETT AVE S I B I I I I I I #519 BURNETT AVE S I I uMiM 0 +84.5RT I m v CARPORT 4'CLAY �I I I I C'06 "C 900 2 +14RT 1+97RT 0 +9.5RT I I I �,RIG RY 4 "CLAY - STUB TO LOT GARAGE C.O. 1 +17RT NEW STORM 4 "CiAY E 9=6 C -9001 9' -6 "C -900 4 "CLAY - 4 "CLAY LAY 9' - - JI— 9' -6 "C -900 9' -6 "C -900 UNDER GARAGE 6"C -900 NEW STORM C.O. — C.O.— — C.O. SIDE SEWER C.O. OVER SIDE SEWER @ n ali g^ 8 PVC U) MH f2l I I N - I ; I r �,. _.m 1-7 4 "CLAY T 1 +50 -5LT T 1 +95 9' -6 "C 6 "PVC " 0 +25.51-7 T jtl I OG 0 +75.5LT C.O. 6 PVC 6 "PVC = _ GARAGE ASPHALT PARKING -900 -900 2 +101-7 C.O. C.O. 1 +101-7 C.O. C.O. 4 :'CLAY 6 ' "PVC 9- 6 "C -90 9-6 "C -900 m m m C.O. CA 0 0 0 F � z Dw I �E -,N I I I I mz 2H0 TORY g-� SMITHERS AVE S o u y MH 821 STA. 22+74 O' RT N S MH AND II o ° y NEW 54° MH ZCK D AS -BUILT CERTIFICATION RIM = 29 -ft 30.36 2z y lE 8- S = 2631- 27.19 9 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL C CB 2 STA. 23 +62 30' RT IF 8' N = 2i 27.27 w >sf LOCATIONS OF THE SANITARY SEWERS SHOWN HE ?EON REMOVE Ex"_", CB AND ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME REPLACE WITH NEW TYPE -! CB Ce r STA. 22 +79.8 3.5 RT j' OR UNDER MY DIRECTION. RIM - JO 7± S& LA CB M1, EXISTING MH STA 22 +74 EXISTING MH STA 19 +92.30 2 /E 8" S = 27.20 REPLACE WITH NEW TYPE -/ C8 RIM —EL= 29.g± RIM EL = 29.71 �q ueta9 iE 8"N = 27.20 RIM = 30.Ot IE 8" N & S = 26.91 IE 12'" W = 23.26 �� 9mi F.D. RINGEL L.S. 23613 DATE: IE 8" W = 26.73 /E 6" E = Match Existing IE 8 " N = 23.37 lE 8" W = Match Existing a x° lE 8" N= � 27.96 U g 25 +00 24 +00 23 +00 22 +00 21+00 20 +0 a . ...... ......... .. .... .. ... ... .... ...... ..... ...... ............... ... -.. .... ..... -- ---------- ----------- -- -- - - - -- - -- - -- - --- ------ . -... .. -. ............ .---.. ..... ... ... ..- .. - -.. ...... ... ........... -.... a 35: 35 cn — EXISTING SURFACE ELEVATION 30: �� - - — — — E....:......- V ..........:. ........:.........:.........:.. 30 .. REAAOVE EXISTING SEINER . - .. ....... ..... ..... ....... .... — 4�' - - � � � REMOVE EXISIING STORM 8 "C -9 - — 82 LF OF Pf-_193 LF OF 12" CPEP ® 0.269: REMOVE EXIS77NG STORM - 248 LF-OF 8" C900 PVC _ 2 W tE EXISTING SEWE G - - _ - - REMOVE 2 5 ...... .......... ... ... . .. .w .....- ..._- .- ...... ....... ..- ..._- ....... - - - ... -- - -- 8 P - REPLACEMENT THIS RUN) -.. -_. - .- -.._ - _. . ' --- - -- -- -..... ...- .. EXISTING- - .... - ... . 0 Of - - - - - .......... - -.. .. .... ........... ............. ............................. SCALE Horiz. 1" = :20' Vert. 1 = 5' wwp ROLL "r SHEET 13 5 -272 SCANNEQ ,1U4 g 7 '001 a N N CL � k L I� o Z v 0 � z + w w w U ¢ v 2 2 o Ln Lu Lu L cwn F I BURNETT AVE S 112 GO O x L 511 BURNETT AVE ti � I I , I r, I � I I$515 BURNETT AVE 5 I I Lj 505 BURNETT AVE S H tEFLR01 BSMT.= 25 IJ/517 BURNETT AVE S I B I I I I I I #519 BURNETT AVE S I I uMiM 0 +84.5RT I m v CARPORT 4'CLAY �I I I I C'06 "C 900 2 +14RT 1+97RT 0 +9.5RT I I I �,RIG RY 4 "CLAY - STUB TO LOT GARAGE C.O. 1 +17RT NEW STORM 4 "CiAY E 9=6 C -9001 9' -6 "C -900 4 "CLAY - 4 "CLAY LAY 9' - - JI— 9' -6 "C -900 9' -6 "C -900 UNDER GARAGE 6"C -900 NEW STORM C.O. — C.O.— — C.O. SIDE SEWER C.O. OVER SIDE SEWER @ n ali g^ 8 PVC U) MH f2l I I N - I ; I r �,. _.m 1-7 4 "CLAY T 1 +50 -5LT T 1 +95 9' -6 "C 6 "PVC " 0 +25.51-7 T jtl I OG 0 +75.5LT C.O. 6 PVC 6 "PVC = _ GARAGE ASPHALT PARKING -900 -900 2 +101-7 C.O. C.O. 1 +101-7 C.O. C.O. 4 :'CLAY 6 ' "PVC 9- 6 "C -90 9-6 "C -900 m m m C.O. CA 0 0 0 F � z Dw I �E -,N I I I I mz 2H0 TORY g-� SMITHERS AVE S o u y MH 821 STA. 22+74 O' RT N S MH AND II o ° y NEW 54° MH ZCK D AS -BUILT CERTIFICATION RIM = 29 -ft 30.36 2z y lE 8- S = 2631- 27.19 9 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL C CB 2 STA. 23 +62 30' RT IF 8' N = 2i 27.27 w >sf LOCATIONS OF THE SANITARY SEWERS SHOWN HE ?EON REMOVE Ex"_", CB AND ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME REPLACE WITH NEW TYPE -! CB Ce r STA. 22 +79.8 3.5 RT j' OR UNDER MY DIRECTION. RIM - JO 7± S& LA CB M1, EXISTING MH STA 22 +74 EXISTING MH STA 19 +92.30 2 /E 8" S = 27.20 REPLACE WITH NEW TYPE -/ C8 RIM —EL= 29.g± RIM EL = 29.71 �q ueta9 iE 8"N = 27.20 RIM = 30.Ot IE 8" N & S = 26.91 IE 12'" W = 23.26 �� 9mi F.D. RINGEL L.S. 23613 DATE: IE 8" W = 26.73 /E 6" E = Match Existing IE 8 " N = 23.37 lE 8" W = Match Existing a x° lE 8" N= � 27.96 U g 25 +00 24 +00 23 +00 22 +00 21+00 20 +0 a . ...... ......... .. .... .. ... ... .... ...... ..... ...... ............... ... -.. .... ..... -- ---------- ----------- -- -- - - - -- - -- - -- - --- ------ . -... .. -. ............ .---.. ..... ... ... ..- .. - -.. ...... ... ........... -.... a 35: 35 cn — EXISTING SURFACE ELEVATION 30: �� - - — — — E....:......- V ..........:. ........:.........:.........:.. 30 .. REAAOVE EXISTING SEINER . - .. ....... ..... ..... ....... .... — 4�' - - � � � REMOVE EXISIING STORM 8 "C -9 - — 82 LF OF Pf-_193 LF OF 12" CPEP ® 0.269: REMOVE EXIS77NG STORM - 248 LF-OF 8" C900 PVC _ 2 W tE EXISTING SEWE G - - _ - - REMOVE 2 5 ...... .......... ... ... . .. .w .....- ..._- .- ...... ....... ..- ..._- ....... - - - ... -- - -- 8 P - REPLACEMENT THIS RUN) -.. -_. - .- -.._ - _. . ' --- - -- -- -..... ...- .. EXISTING- - .... - ... . 0 Of - - - - - .......... - -.. .. .... ........... ............. ............................. SCALE Horiz. 1" = :20' Vert. 1 = 5' wwp ROLL "r SHEET 13 5 -272 SCANNEQ ,1U4 g 7 '001 a N rn BURNETT AVE S 112 001 o N w \ a_ > \ a I Z L) z \ m I ® rn � oI m _ C3 o � � = Q Z W y GARAGE I - N > 3 +39RT P I 4 "CLAY 0 +64RT I _ m W N (n 9' -6 "C -900 / ❑I STUB TO LOT = U S W \ C.O. _ 9' -6 "C -900 TI' I 0 _ d = \ I 1+57RT ( 0 +60RT Ctil 0 Cl H ® 2 +82.5RT __ - 4 °CLAY 4 "CLAY o W c 6 "PVC 1+99RT 1+70RT 9' -C- 900 9' -C -900 ° N °w 9' -6 "C -900 - 4 "CLAY C.O. 1+17RT C.O. G OC Z - _ - ' C.O. - 9' -6 "C -900 9'PC - -900 I 9'CC- -900 1 STORY -;, r W - _ o a- _ - _ - C.O. _ C.O. _ - �1 - - C.O. - - 1610 t' v� a�a; `.° 1 STORY W ?) - - °o - - - - _ _�'I I GARAGE Cn H H23N 8" PVC ---I °- ° °L w u �' • - - w o a J 2+19LT Q �4°CL7AY -- 1 +66.5LT 7+42LT 0+82LT #611 HOUSER WAY .9,-6"C-900 4-CLAY 4'CLAY 4 "CLAY I I - �- . C.O. - 9' -6 "C -900 I - 9' -9 °C 900 9' -6 "CLAY SET NE'�/ - 2+88LT C.O. - C.O. C.O. Mi'. 22 A J 4-CLAY TO�IFL D o 9' -6 "C -900 3 v ) ST RM MH ITH n o \ C.O. I v i STORY APTS GARAGE c1 o c \ #602 -606 ^ I ✓� I oz `E a-J I wl Ln ua — — — — - J - 0 +62LT I I al 6 "CONC m -� w \ I 9' -C -900 I � p REMOVE EX. MH, FILL THE EX f5" C.O. I--I W a s t ' I o 0 \ c \ I I ( WEST WITH GROUT PER THE o SPECIAL PROVISIONS AND PLUG BOTH ENDS THIS LINE ALREADY a HAS A PLUG AT THE ,E j r OF BURNETT AVE S AND 5TH ST a'N I ¢lC�KDh I HE BUILT CERTIFICATION SMITHERS AVE S I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME o tU6= e 313 OR UNDER MY DIRECTION. Ilft4*ft2 gob, -r3 F -D. RINGEL L.S. 23613 DATE: EXISTING MH STA 25 +27.47 RIM EL = 32.33 29 +09, 0.5RT IF 8" S = 29.1 MH 23 STA. 29i*B5 —D'-RI 25 +67 4.30 LT REMOVE EXISP.NG MH AND EXISTING STORM MH STA 25T5t 9 ' REPLACE W/TH NEW 54" MH RIM EL = 32.32 RlM = ,35118 35.07 IE 12" E & W = 26.5 25+ 2 0.7'RT MH 22 STA. IF 8" S IE 8" S = 2C3 -.8J REMOVE EXIS77NG H AND _ ,i6,3•S 30.73 EXISTING 3 STA 28 +82.86 REPLACE WITH NE 54° MH RIM EL = 35.14 NEW lE 12" S = Z6,70' 28.95 v > i IF 8" N & S = 30.62 RIM — 32. Z3 32.6 EXISTING MH STA 25 +66.83 °J lE 8" S = 28. 382 .71 g RIM EL = 32.30 IE 8" N = 28:48 .81 3 IE8 "N =28.9 w o o � � 30 +00. _ ..... _.. _... 29+00 28 +00 27 +00 26 +00 25+00 o_ - ---- --- ------ ------------- - -------- - - ----- - ------ ---.....-- .- ....- .........- .......- . -..... ........ ..... .. ..... ... - - - - - - - MH 22A STA. 25 +67 34 4.3' LT - o - - �_ EXISTING SURFACE EL €VA110N - - - - p 3 5 - - - - - - (SEE NOTE IN '25+67:34 LAN VIEW) 34 - _ x----------------------- :--------- :-- - - - - -_ ...... _ 35 REMOVE EXISTING SEWER - m - - -_ -_ - _ - 30 _ - - - 41 - - -- - - -- -- — - — _ . ...... . .. . .... ... -.. -.... ... - --- 0 _ 25 — m - 3 ... ...... ... . o APPROX LOCATION GAS C4 - - - - - 45.51F OF 8" C900 PVC :® 0.5% MH 22 -A TO MH 22 _ :SCALE - - - _ - .. - .. (SEE NOTE IN PLAN VIEW - - : - - APPROX LOCATION 6" WATER- CROSSING Horiz_ 1" _ :20' Vert. 1' _ :5' SHEET 14 v+rwp °z� -t'ts 4 5- 272214 SCANNED flit IN e ® , 1173 010 `I ' l\ N o N SMITHERS AVE S Paved a, Lj1 I v' U) G J f i I I )S I I I " f i I I I /( ^Q am j I I - 1 +38RT I f I E95.5 RT 4' CLAY 3 +28RT 0n '~ 4 CLAY 4 "CLAY 9' -6 "C -900 -6 C -900 9 C.O. 2 LEVEL 4-PL EX C.O. 00 C.O. HSE. #544 HAS NO CRAWL SP ACE 1st FLR=28.44 (/) 0 +28RT 4 "CLAY 4 "CONC 9-6 "C -900 r -9 2 +66.SRT W W LJ - +82RE 0- 0 +67.5RT C.O. T - �c. I I N fO I I ,l I r I c u c o 6 "PVC 0 L u it STUB TO LOT I -- 9'-6"C-900 - o I 0 0 U 9' -6 "C -900 C 0. 0 +71 RT aG, Z GARAGE GARAGE GARAGE GARAGE I I GARAGE GARAGE 4 "CLAY - L1J W I - GARAGE 513 TO #517 d TO #519 TO #525 TO #531 I TO j/535 C'O6 "C -900 I N 0 � l� > W J - - - 1T0 #507 - v - Gravel 0 +19.5RT I `' - - - _ 0 6 "P6 C -900 I (P) LL[ W _ o - - - - - - - - __ 9 CO _ u W 'o MH X25 �. W J _ a MH #24 I 1I �- 8 PVC #504 1/2 � - - - - - - I� - - - - - - _ GARAGE I I GARAGE I I I I GARAGE I GARAGE f " "I I I I , - r•T0 O 5 3.8 _ - w , 4+MORRIS AVE. S. GARAGE Poved 0 i/ 2 - 5 LT TO #540 "CONC TO #508 TO #512 GARAGE GARAGE '9-6 "C - 900 LT TO #520 Gravel C.O. 4'CLAY TO #516 1+33L 0 +56.5LT 9, -6 "C -900 4 "CLAY 4U 6 "C -900 C6"C -9CIO. 9 68LT ' 2 +75L T C.0 4 "CAY 40 +C0 4LT +23T A C.O. 4 C 0 +93SLT B g'-6"C-900 9'-6"C-900 4 'CLAY 3 +1 OLT 9' -6 "C -900 9' -6 C -900 4 " CLAY C.O. C.O. 9-6 "C -900 I 4 "-Y 9'-6"C-900 - a(H n -- .+ 9 C.O. CO .. C.O. F ` ^ -" I I b i I I I w �o i( w ,Til .n I ~ E �E a�j I I i I I I I I I O' ° I SS- �� "a 1 MORRIS AVE S 7 s�� _ II HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL tz: LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON w t" ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME EXISTING MH STA. 19 +91.61, 1.05' LT N J' OR UNDER MY DIRECTION. zssta 20 +35, 2.0'LT RIM = 28.26 MH 24 STA..2D�30:45,- 8. -T9-17 a � 23+93 IE 8" E &W 2 22.01 t,eN9 INSTALL NEW 54" MH AT THE £X /STING IE 8" N. = 22.03 v i gA,7 F.D. RINGEL L.S. 23613 DATE: MH 25 STA. 23-MH 0' LT PVC To CLAY 7RANS1770N INSTALL NEW 54" MH a6 �. V� ..� R!M = 3A. -23. 30.30 RIM = 28- 3128.31 lE 8" S = 25.30 25.50 EXISTING MH STA 22 +79.11, 0' LT IE _ IE8 "N =22. I723411 E 4 /E 8" N = 25`.3'3 25.60 E 8" S29 526.8 .... --- ......... . 25 +00 24 +00 23 +00 IE 8" N = 26.8 22 +00 21+00 20 +00 ............ __ co w : : EXISTING SURFACE ELEVA710N o F-- - EXISTING SURFACE ELEVATION - W 30 x_ .......... ... w — — _. _ m : _ REMOVE EXISTING SEWER: - - - - - ... .... .... ............ — .. ..... ....... ... _.... .... _. -. _.. -. ........ ... - _. -.... ... ... _ — 30 — — -- 25 L>J - 25 REMOVE EXISTING SEWER ................ .... .. ...... ........... ...... ......... ..... - - -. - - - - -..- - : - - - - - - - 58 - - -OF 00 PVC -- - - -- - - -- - - - -- - -- - -- ... _ .. . NEW EXISTING PVC SEWER 2 (� : - : : - - - _ % (NO REPLACEMENT THIS PORTION) W LF 8" C9 ® q, 0.58 3 _ 20 o SCALE Horiz. 1 = ZO' EXISTING CLAY Vert. - EE =2z21 (APPROX.) er — . - t. 1 rJ - - - - - X. PVC - .. ............................... ......................................................................... ................................ ---------------- _--- _--------------- _------------ ...... ......................- ........ o ROLL 773 101 SHEET 15 5- 27215 SCANNED JUL 2 7 2001 I SMITHERS AVE S II ,o9b N It � o= I °o \ I o \ RECONNECT EX/STIVG SIDE SEWER TO I I N \ \\ I NEW MAIN UNE IN ALLEY. THE SIDE a SEWER BEND SHALL BEIACCOMPUSHED I - /G \ VATH TWO 45 DEGREE bY"NDS A SURFACE i z \ CLEANOUT SHALL BE INSTALLED IN THE ` 3O� w I 30 w SIDE SEWER AT THE BACK OF S/DEWALK _ 1 \ ON THE BEND CLOSESTI TO THE ALLEY LINE m `D tp &ca 1 +03.5RT 4-CI-AY 3 +25RT -15 ❑ '� I 9' -6 "C -900 TIE IN TO �I I O -$ ( C.O. EXSITING _ 4 "CLAY 2 +38RT I� 1 +93RT 1 STORY 6 "CLAY AT 71- 6 "C -90 II o -4 "CLAY — 6 "PVC I �� GARAGE MANHOLE ° C.O. y i7' -6 "C -900 31' -6" 9 0 c �- � � a C.0_ C.O. ff MH 26 X — — 1086 3 hl X _2"1 IP. GAS m GAR a TORY 0 +1 OLT 1 +17LT 0 +97LT �, 6 "CLAY '`. I, REMOVE EX. MH AND nLL EX 4 "CLAY 6 "PVC 7' -6 "C -900 15" SEWER LINES TO EAST AND 2+18LT I 9' -6 "C -900 9'- 6 "C -90 N WEST WITH GROUT PER THE SPEDAL 4"PVC I C.O. C.O. u PROVISION AND PLUG 7HE £NOS, A 7'-6"C-900 ' II PLUG SHALL &W BE /NSTALL£D A C.O_ \ \\ rn THE EX. MH AT THE INTFRSEC7701V OF MORRIS AVE S A.VL _ 57H ST. I ` 2 +64LT 6 "PVC i 7' -6 "C -900 -I I I i I Noy 7 I MORRIS AVE S Sy1C� D�, AS -BUILT CERTIFICATION A I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 27 +41, O.1LT da L>: LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON REMOVE EXIS77NG MH MH 426 STA 2743 , ' - REMOVE EX7S77NG MH REMOVE EXIS77NG MH IT' t" ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME STA. 27 +59, O' RT INSTALL NEW 54 MH STA 25+65.94, 0.48 RT STA. 25 +60.07, 0' RT OR UNDER MY DIRECTION. RIM = 32.04 RIM - 32,9 -+ 32.50 RIM = 31.13 RIM = 30.98 23613 IE 8" S = 29.1 IE B" S = 28:GQ 28.20 IE 8" S = 28.2 IE 8" S = 28.1 + VIE 8 "N = 28.10 IE8 -N =28.1 �x�sn,I F.D. RINGEL L.S. 23613 DATE: IE 18" E \W = 26.0 28 +00 27 +00 26 +00 25 +00 ........... . ....... - - - _ - A P PRO- X - - - - . . . . . . . . . . . ......... . ..... . . . . . .3. . 5 - - - -- ----- - - - - -- ------ - - - - -- ---------------- - - - - -- - -- - -- - -- -- - ' ................... EXST(NG SURFACE ELEVATON LOCATfONOAS C°I A X LOCATION WA A OSSINC 30: - - - - .......... _. ........ ........ ..... - - -- - - - - - - -- - - - -- - - - -- - - -- - - -- -- -- - - - -- ... REEMO EX/S17NG SEWER - - - � 0 � _ ....... � .. . 30 REMOVE EXIS77NC SEWER 25. -C900 PVC = _ - - W LF D< 8° �.% .. .............. .... ...... ......... ... ......... 348 .... -0.75% ..- .....- � 25 w : .............................................. ........................... .. .. . .. . . . . . .. - - ---------- --------- .- ._._.- _._- - ..- ._._..: . .......... _ .�-APPROX _ _ _ - _ uj . ............. . ..........LOCATIO N } 2" STORMCROSSINGSCALE U ... - Ho ji V &t. 1 " = 5' ............ _ ............................ ............................. .. — ------ - - - - -- - -- -- - - - - -- -- ------- - - - - -- -- ----- -- ------ - - - - -- -- - -------------------- .... - - - -- - ----------- - - - - -- ------ - - -- SHEET 1 f /4� '5'-_ a7az? f SCANNED JUL 2 7 aut R LL 173 1:0:2 N N � ` U) a U7) ui G N , N h Ln Z d 0z ZCO Ce LU Ln ° 0 L 0 �z W Y LLJ 3: W W Ln m W n Q • o. o o 0 �1 y s �c (-4 3 a U _ z �w E- as NWN c � 'v a w \ E - r c o. �a o1o'v �s Q U 5 U Z �J I SMITHERS AVE S II ,o9b N It � o= I °o \ I o \ RECONNECT EX/STIVG SIDE SEWER TO I I N \ \\ I NEW MAIN UNE IN ALLEY. THE SIDE a SEWER BEND SHALL BEIACCOMPUSHED I - /G \ VATH TWO 45 DEGREE bY"NDS A SURFACE i z \ CLEANOUT SHALL BE INSTALLED IN THE ` 3O� w I 30 w SIDE SEWER AT THE BACK OF S/DEWALK _ 1 \ ON THE BEND CLOSESTI TO THE ALLEY LINE m `D tp &ca 1 +03.5RT 4-CI-AY 3 +25RT -15 ❑ '� I 9' -6 "C -900 TIE IN TO �I I O -$ ( C.O. EXSITING _ 4 "CLAY 2 +38RT I� 1 +93RT 1 STORY 6 "CLAY AT 71- 6 "C -90 II o -4 "CLAY — 6 "PVC I �� GARAGE MANHOLE ° C.O. y i7' -6 "C -900 31' -6" 9 0 c �- � � a C.0_ C.O. ff MH 26 X — — 1086 3 hl X _2"1 IP. GAS m GAR a TORY 0 +1 OLT 1 +17LT 0 +97LT �, 6 "CLAY '`. I, REMOVE EX. MH AND nLL EX 4 "CLAY 6 "PVC 7' -6 "C -900 15" SEWER LINES TO EAST AND 2+18LT I 9' -6 "C -900 9'- 6 "C -90 N WEST WITH GROUT PER THE SPEDAL 4"PVC I C.O. C.O. u PROVISION AND PLUG 7HE £NOS, A 7'-6"C-900 ' II PLUG SHALL &W BE /NSTALL£D A C.O_ \ \\ rn THE EX. MH AT THE INTFRSEC7701V OF MORRIS AVE S A.VL _ 57H ST. I ` 2 +64LT 6 "PVC i 7' -6 "C -900 -I I I i I Noy 7 I MORRIS AVE S Sy1C� D�, AS -BUILT CERTIFICATION A I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 27 +41, O.1LT da L>: LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON REMOVE EXIS77NG MH MH 426 STA 2743 , ' - REMOVE EX7S77NG MH REMOVE EXIS77NG MH IT' t" ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME STA. 27 +59, O' RT INSTALL NEW 54 MH STA 25+65.94, 0.48 RT STA. 25 +60.07, 0' RT OR UNDER MY DIRECTION. RIM = 32.04 RIM - 32,9 -+ 32.50 RIM = 31.13 RIM = 30.98 23613 IE 8" S = 29.1 IE B" S = 28:GQ 28.20 IE 8" S = 28.2 IE 8" S = 28.1 + VIE 8 "N = 28.10 IE8 -N =28.1 �x�sn,I F.D. RINGEL L.S. 23613 DATE: IE 18" E \W = 26.0 28 +00 27 +00 26 +00 25 +00 ........... . ....... - - - _ - A P PRO- X - - - - . . . . . . . . . . . ......... . ..... . . . . . .3. . 5 - - - -- ----- - - - - -- ------ - - - - -- ---------------- - - - - -- - -- - -- - -- -- - ' ................... EXST(NG SURFACE ELEVATON LOCATfONOAS C°I A X LOCATION WA A OSSINC 30: - - - - .......... _. ........ ........ ..... - - -- - - - - - - -- - - - -- - - - -- - - -- - - -- -- -- - - - -- ... REEMO EX/S17NG SEWER - - - � 0 � _ ....... � .. . 30 REMOVE EXIS77NC SEWER 25. -C900 PVC = _ - - W LF D< 8° �.% .. .............. .... ...... ......... ... ......... 348 .... -0.75% ..- .....- � 25 w : .............................................. ........................... .. .. . .. . . . . . .. - - ---------- --------- .- ._._.- _._- - ..- ._._..: . .......... _ .�-APPROX _ _ _ - _ uj . ............. . ..........LOCATIO N } 2" STORMCROSSINGSCALE U ... - Ho ji V &t. 1 " = 5' ............ _ ............................ ............................. .. — ------ - - - - -- - -- -- - - - - -- -- ------- - - - - -- -- ----- -- ------ - - - - -- -- - -------------------- .... - - - -- - ----------- - - - - -- ------ - - -- SHEET 1 f /4� '5'-_ a7az? f SCANNED JUL 2 7 aut R LL 173 1:0:2 ] rl V� N o N N MORRIS AVE S LLI " CL 2 STORY Q I 1 STORY HOUSE = 3 BRICK APTS. I #505 #411 -415 I I I I I INm G 0 I I i I - °z z fl- ME z I I I I I I - I -ouo0 v W L W II I I i I I I I I ' f I I I I I I 0 +48 RT W 7 2 1 +90RT 1 +46RT 4' CLAY Q Q 0 +91 RT 2 +10RT 4 "CONC d ' 4 CLAY 4 "GONG 6 "C -900 8-6 "C - 900 F_ "" 8'-6"C-900 8/3/99 U) 8C6"C-900 4 "CLAY 8-6 C-900 8/5/99 C O C.O. 8' -6C -900 8/5/99 8/4/99 W 5TH ST. (n O 1 C.O. R I a 10 0 4-J , 2 +48T W Z W 8 5' I I I o I M I I 1 1I I- ci G li Ln C.O. i +84RT c 0 0+44RT B GARAGE 0 +35.5TR u -F v 4 "CLAY GARAGE TO 535 4 "CLAY �1 O W I c 4 "PVC 7 +57.5RT ° I I # I I - W °w `o GARAGE 1 +tORT ph CO I� 8.5' -6C -900 STUB TO LOT # GARAGE 4 "PVC /- !ll GARAGE 8' -6 "C -900 GARAGE I a 05100 n r _ x # C.O. 0 TO 525 I TO �� _ TO 0 #539 TO #543 8/3/99 -900 ti C.O. v, 9' -6 "C -900 - I TO 515 v 1 _ :) °a 8 6 99 k-31 9' -6 "C -900 J 3 - - J _ / / i 8/4/99 J Q GARAGE '3 F �� k Asph.Paving �- - - v o \ MH f26 N >.> o rISFH L- a� TIE -IN TOoua0 - - - - - - - - - - Asph.Paving N o N EXISTING 1 +88LT STOP Conc. - �i 8 "CLAY 4 "CLAY GARAGE 1 +12 ❑ 4 CLAY c MH //27 8 ' - 6 "C -900 8'-6'C-900 / I 0+5 2LT 6/99 GARAGE GONG I C O 0 +96LT TO #516 GARAGE 8/5/9 , 4 "CLAY GARA GE GE 908-900 8'-6"C- 0 ° GARAGE 4 "CLAY 0 +53LT GARAGE C.O. 8/3/99 9' -6 "C -900 4 "CLAY u I TO #520 GARAGE r - l w o I I 1 +38LT 9' -6 "C -900 # # TO #538 TO #542 8/3/99 0 E--I Wr a s 4 -CLAY 4 "C LAY C.O. C O TO 530 TO 532 -II- �y 4-CLAY I � 4 "CLAY I Y-I \� zI 8.5' -6C -900 °, ° 8' -6 "C -900 4 "CLAY C I 8'-6"C-900 E C.O 1 +96LT 4 "CLAY 4 "P 8' -6 "C -900 8/4/99 E 8-6 "C -900 C.O. 4 CLAY 8/' 5/99 8/4/99 8' -6 C -900 C.O. /x/99 + m z a I I I ,04100 i U I I it N 41C�K D� AS -BUILT CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON y a ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME OR UNDER MY DIRECTION. WHITWORTH AVE S a e o o .. o� J F.D. RINGEL L.S. 23613 DATE: 3 ,wwcs eI„I N U 25 +00 E 24 +00 23 +00 22 +00 21+00 20 +00 40 . 0_ - -- - -.... ...----- ---- --- - - ----- ------------ - ----- - --- ----- -------- -----.. ..... .......... ....... ..- --... - ...._....... ...... .... .............. - 24 +22, 1.4 RT C.O. 3 STA ZJPB- i:B -.LZ : : : : : - - 22 +69, 0.4LT : : :25 1.2 RT : : : :35 3.5 INSTALL NEW CO......... ........................ ............. ................... -- - - - - -- MH 28- S,A- 2YF�9�- ----------- - -.. -. - .....:........ :.. .............. ............----- ...MH -27 STA -20f3F . L9- L7 - - -... > RIM EL = 2" 29.8.1 - - - - REMOVE EXISTING MH AND - - - - - - - - m IE 8' S 25: LiG : : - - - - _ - INSTALL NEW 54° MH AT 774E '() = 25:7@ 28.61 REPLACE WITH NEW 54" MH EXISTING PVC TO-CLAY TRANSITION RIM EL: = 28.4Z 28.60 : : : : : : RIM EL = APPROX 2.7 B 27.14 : IE 8" N = 235f 23.65 - - IE -8" S = Z»R -21.56 21.99 - IE 8" S = 25.-4Cz 23.55 - : : : : 1£:8" N = Zz.2a. 21.89 30 . . - ...: .... . ..: .. ....... -- - - -- - - - - -- - - -- -- -- . :_.......:.........:30 REMOVE :EXISTING SEWER - REMOVE EXISTNG SEWER 2.5...... ....... -- - _ __ - - -- - - - - -- - - -- -- - -- 25 zz : : _W LP OF 8" C900 P_VC - - 253 2.0% to ABANDON EX CO. - - - - - - - - - W - - - EXISTING MH STA 22 +70 - - EXISTING 8" PVC SEWER EXISTING SSCO STA 56 +24 - - - RIM EL = 28.42 - - ELF OF 8" C900 PVC ® 1.07 67347 - - - -- — -' .......IE 8 ".S - 27. 4 .....................:.........:.........:.........:........................ ......................... . . . . .. RUN) RIM EL = 29.5 - - - - 245 - - - — —.. I ..- ........ _ IE8 "N= -25.6 - - 0: 68% - - (NO REPLACEMENT THIS 20.47 IE8 "S -__ 256 ... ... ..................... ........... .................... ....... - - - - -- ---- - - - - -- 8 N ... EXISTING TRANSITION � .. ... ....:.........:......... ....... -.. = .......... � - - -- - - - -- ---------- - - - - -- -- .._----------- .-.......-..-._-..... ............................... ..- ......:.....- -..:.. IE PV 22.10 APP. .. .........- .......:....... --- :... SCALE FROM PVC TO CLAY C APPROX. H.or.iz....1.„ 20' Vert. 1 " _ :5' SHEET 17 WW2,, -:78� 5 -272 1 7 ROILL 173 1013 D e N ,�g�a"�'%'G, I�HEREBY CERTIFYITHAT TI HOE HORIZONTAL AND VERTICAL N m w r � � z �� ,7 „7 F.D. RINGEL L.S. 23613 DATE: v N a �� . o � N I �> >> U � ® w w ,.,I � � `� C�1. U � I � �� z � Z W N Q � w N � _ (..) Q LL f- = O a Q � W `G � a W W W J (/') Q Qo 0 0 a O � °v (� � a U d W W a � I�-I �c a' o S c o � a � m � o+N c c �� rn o � d � 8a �� 4� 0 6 ��o N II - 08 R ° -& U �a Bo > U 2 o �o �.� a "c.l. a "c.l. RIM =26.04 IE B "5 =22.4 MH X31 I I 4 �.LLT IS SHEET i I 5' -6 "C -900 m 0 +98LT O+SORT i I a 238RT 4'CiAY STUB TO EMPTY LOT u, °; 4 "GONG 3- 6 °C - ^o00 6' -6'C -900 $ � 5' -6 "C -900 7/28/99 2% 6'DEEP � p� � I � 7/28/99 � V � / = I I I 223LT ` � I CB RIM =24.60 6 "GONG � rn � _.�.. � . _.�_ IE =22.75 5 -6 "C -900 ,_, - -_ � � I I � ,., I HSE.g557 � I I I 0 +70RT 1ST FLR =2756 =1 -�� 4'CONC 4'22' NO BASEMENT ® _ N t I I � I �I E C. o- o 6x4 REDUCER "' / � /� r �- 0 +26LT EL 23.90 r', � -. I u. ,. 3 �; CONNECT W/ � ® � / I 1 -75RT � � ` � a 4' -6 C -900 -`... _ _, _� r I � % I fl _ f, C i a _ -_ - I TO 4 "CLAY 4 "CLAY m 7/27/99 � �. 3' -6 "PVC -_ m 7/29/99 - - � - - - - - � � �., I � I � o 7 MH #� i. 13 ConcF � t � Z'� 7; ' .. � ..,- 8 "p 1 MP, hfl2 n ,� S 6 W \ REDUCER' � � I o ;p � - ___` 111 - o ° `s -- � - \ J c:J -- �.- �-�� -_ - -: EL 22.12 7 � �;> _ _��_ . 0 1 +28RT i - CC+-� o / / / 4 "CLAY ,; �--- �- --_.__ = s � �� .7�- rS -I -C 8 _ // 3` -6 "PVC � / 7/29/99 _ -�- ---- _. -�.. -; g S -S� �� - ($_gt 0 +35LT MATCH HIS SH ,2'- 6 "G -9DD �,�� CONNECT TO 4 "GONG 7/21/99 EXISTING MH STA. 99 +86.86 13.0" LT RIM = 25.98 IES "5E =18.78 IE 8" W =18.78 EXISTING MH STA. 98 +47.75. 291.68' LT EXISTING MH STA. 99 +93.86, 7.17' LT RIM = 26.04 RIM = 6.07 IE 8" S = 22.4 98 +47, 13.0'LT IE 18" S = 16.27 �� MH �O STA. 9845, - X4.9 =.LZ REMOVE EXISTING MH AND IE 18" N = 16.27 '. REPLACE {47TH NEW 54' MH IE 12" E = 16.27 (plugged) RIM = 28:84 26.07 XI TING MH STA 98 +47 98. 14.42' LT /NSTALL NEW /NS /DE DROP /E 8' E = t9: LZ 19.66 RIM = 26.04 99 +88, 12.7' LT lE 8" NW = ?787 MH 31 STA. 981-48 2920' LT IE 8" E = 19.7 MH X29 STA "- -"' T REMOVE EX /SPNG MH AND lE 8' N = t9=2� 19.56 IE 8" SW = 19.8 REMOVE EXISTING MH AND REPLACE iM7H NEW 54" MH lE 8' SW = IJ.$t 19.56 IE 8" N = 20.6 REPLACE W1TH NEW 54" MH RIM = 26.04 RlM =2598 26.13 lE 8" S = 21.98 IE 8" SE = T'770 18.23 08 +00 99 +00 IE8 "W= i� 18.13 100 +00 ® _ � ,�g�a"�'%'G, I�HEREBY CERTIFYITHAT TI HOE HORIZONTAL AND VERTICAL t� �i LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON w r � � z qRE THE RESULT OF OF A FIELD SURVEY MADE BY ME OR UNDER MY DIRECTION. `� ,.� �,7 „7 F.D. RINGEL L.S. 23613 DATE: a "c.l. a "c.l. RIM =26.04 IE B "5 =22.4 MH X31 I I 4 �.LLT IS SHEET i I 5' -6 "C -900 m 0 +98LT O+SORT i I a 238RT 4'CiAY STUB TO EMPTY LOT u, °; 4 "GONG 3- 6 °C - ^o00 6' -6'C -900 $ � 5' -6 "C -900 7/28/99 2% 6'DEEP � p� � I � 7/28/99 � V � / = I I I 223LT ` � I CB RIM =24.60 6 "GONG � rn � _.�.. � . _.�_ IE =22.75 5 -6 "C -900 ,_, - -_ � � I I � ,., I HSE.g557 � I I I 0 +70RT 1ST FLR =2756 =1 -�� 4'CONC 4'22' NO BASEMENT ® _ N t I I � I �I E C. o- o 6x4 REDUCER "' / � /� r �- 0 +26LT EL 23.90 r', � -. I u. ,. 3 �; CONNECT W/ � ® � / I 1 -75RT � � ` � a 4' -6 C -900 -`... _ _, _� r I � % I fl _ f, C i a _ -_ - I TO 4 "CLAY 4 "CLAY m 7/27/99 � �. 3' -6 "PVC -_ m 7/29/99 - - � - - - - - � � �., I � I � o 7 MH #� i. 13 ConcF � t � Z'� 7; ' .. � ..,- 8 "p 1 MP, hfl2 n ,� S 6 W \ REDUCER' � � I o ;p � - ___` 111 - o ° `s -- � - \ J c:J -- �.- �-�� -_ - -: EL 22.12 7 � �;> _ _��_ . 0 1 +28RT i - CC+-� o / / / 4 "CLAY ,; �--- �- --_.__ = s � �� .7�- rS -I -C 8 _ // 3` -6 "PVC � / 7/29/99 _ -�- ---- _. -�.. -; g S -S� �� - ($_gt 0 +35LT MATCH HIS SH ,2'- 6 "G -9DD �,�� CONNECT TO 4 "GONG 7/21/99 EXISTING MH STA. 99 +86.86 13.0" LT RIM = 25.98 IES "5E =18.78 IE 8" W =18.78 EXISTING MH STA. 98 +47.75. 291.68' LT EXISTING MH STA. 99 +93.86, 7.17' LT RIM = 26.04 RIM = 6.07 IE 8" S = 22.4 98 +47, 13.0'LT IE 18" S = 16.27 �� MH �O STA. 9845, - X4.9 =.LZ REMOVE EXISTING MH AND IE 18" N = 16.27 '. REPLACE {47TH NEW 54' MH IE 12" E = 16.27 (plugged) RIM = 28:84 26.07 XI TING MH STA 98 +47 98. 14.42' LT /NSTALL NEW /NS /DE DROP /E 8' E = t9: LZ 19.66 RIM = 26.04 99 +88, 12.7' LT lE 8" NW = ?787 MH 31 STA. 981-48 2920' LT IE 8" E = 19.7 MH X29 STA "- -"' T REMOVE EX /SPNG MH AND lE 8' N = t9=2� 19.56 IE 8" SW = 19.8 REMOVE EXISTING MH AND REPLACE iM7H NEW 54" MH lE 8' SW = IJ.$t 19.56 IE 8" N = 20.6 REPLACE W1TH NEW 54" MH RIM = 26.04 RlM =2598 26.13 lE 8" S = 21.98 IE 8" SE = T'770 18.23 08 +00 99 +00 IE8 "W= i� 18.13 100 +00 ® _ � IJ 11 I i C'4 A Lu 0- b 0 dS ui 0 2 CI- In Lu Lu > Lu (n < U <C :2i = u a- CI- 0 Lu Lr) ce < of :z W 1 W z Lu Lr) Lu 3: F- uj m Qo oy C) -g' E 3: Y E- L) o E ow � r '5 'E ui A mmm. mmm zl 101+00 WHITWORTH AVE S I I I �rl 1 6 HSE.# 521 HSE.# 515 HSE.# 537 HSE.# 545 HSE.# 505, HSE.# 517 HSE.# 529 1ST FLR=31.00 HAS CRAWL SPACE HSE.# 535 HSE.# 525 41 3+95 RT 3+15 RT 2+65 RT 4"CLAY 4"CONC 4-CLAY HSE.# 543 10' OF 6"C-900 3+44.5 RT 0 4"CONC 6' OF 6"C-900 lo' OF 6 "C -900: 1+31 RT +53.5 RT C.O. \ \ LL� 10' OF 6"C-900 NO C.O. C.O. 4"CLAY 4 " CLAY 6_C_goo C.O. 10 1 OF E52-1 PHSE# 537J HSE.# '� HSE.# 5 4 5] 'T F 3, �R C .65' OF 6"C-900 L4c-1 c -AY 16 00 1 0+78 RT C'O* Ij 1 .5' OF 6"C-900 GARAGE GARAGE CEO' 6"CONC 2 56.5 RT GARAGE 11' OF 6"C-900 FOR FOR GARAGE 2�LAY 9+07 RTI FOR C.O. HSE.# 4 GARAGE FOR L7-SE FOR 40 4CLAY GARAGE FOR H # 515 OF 6-C_ 6 HSE.# 53 1+06 RT 5 5 1 9 HSE.# 529 CLAY HSE.# 52 C.O. 0' OF CC-900 0 C-0. 10.5' OF 6"C-900 L F C, IJ jpo:� C.O. 3+51 LT ;l #11 0 '"PVC "PVC '0 11 OF 2+96 LT 0 6" C-900 4"CONC 2+21 LT C.O. 6'CONC 0+91 LT dE 3+29 LT 10' OF 6" C-900 GARAGE FOR 10' OF 6- C-900 GARAGEFOR GARAGE FOR ---"c 9 F C.O. HSE.9 524 5 0 LAY 8" 4- C.O. HSE.# 4 8 OF 6" C-900 f30 19LAY 2 C.O. 0+26 LT I OF 6" C-900 +50 LT C.O. 4'CONC 1+33 LT 4"CLAY 0 OF C-900 4"CONC 1 l'OF 6" C-900 C.O. 10.5' OF 6" C-900 C.O. i C.O. I onc. HSE.# 516 HSE.# 520 1 HSE.# 300.304,308 1ST FLR=27.27 ��t!\ � ' \ I I I I I I P I I I 11+19.5 1 NO BASEMENT 6"CONC 10.5' OF 6" C-900 HSE.# 526 C.O. II rvN j v), 'LO 1 10, 0 0 HSE.# 540 HSE.# 524 HSE-# 530 EU Li [f54. _6 onc.. ffii U AS-BUILT CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON IC ft4oft2218 ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME 23613 OR UNDER MY DIRECTION. &or dF SHATTUCK AVE S ,/l'/ F.D. RINGEL L.S. 23613 DATE: 25+00 24+00 23+00 22+00 21+00 20+00 .................. . ...... ....... .. ---- --- ------- ------ --- ------ ---- ---- ------------ - ---- -- -- ----- --------------- 0 MH-#33 STA 24+�9.20 32 S'TA J9.20, INSTALL NEW 54- MH - INSTALL W 14t MH -AT 774E RIM' £L APPROX:277 REMOVE EXISTING MH STA 22+17 EXISTING PVC TO CLAY TRANSITION 1E 8- S Z*V 23.36 RIM EL = 27.49 - IE 8" NS - 23:4 RIM EL* - APPROX 25.0 1E 8� S 1-4j 17.91 :30 -------- -------- - ------- -------- ------- - ........... /E 8 °N = 1751 ... ......... --- -- ------- REMOVE EXISTING CLAY SEWER-- -------------- - --- ------ ----- --- REMOVE VE EXISTNG CLAY SEWER -25 ............... ............. ----- - -- ----- ................... ------ ----- - ------ ......................... ------ ------- f86 LF OF 8° .... .............................. .. 20 c9_00 Pvc- @ Dhz E)US77W; 8 PVC SEWER (NO REPLACEMENT THIS RUN) �15 SCALE Horiz. -1 20 - ----- - -------- --------- ------ --- ---------- --------- ---- --- ---- -- -- ----- - -- .................................. ---- -------- .......... ......... Vert. 1 :5' SHEET 18— R"llowiLL 17 3 l'o 5 SCANNED JUL 2 7 2001 f N o N N _ 3 o I � I � \ �a ' \ I � d I � GARAGE I � � ' ! � _ ° I � � I L..- .._.._.. j /509 MAIN AVE S o - � \ o � � I I _ ._.._. -- ._. -_. _.._ ° I � P,ECONNEC7 EX /STING `o ° a I - � \ 2j � I I � - 0 +34.5 � S /DE SEWER AT y a � \ - \ Q � I � � � RECONNECT EXISTING i NEW SEWER MA /N � ti I < - \ \ i I (LOCAT /ON UNKNOWN � o � 3 � \ \ \ Z \ i S /D£ SEWER AT ) � o I \ �' ®' o � NEW SEWER MA /N w � I I I I I (COCA 110N UNKNOWNS I I -\ \ \ \ \ '\ �, � p as I � I� I 3 0 -, \ •\ h ' Z � � I I" I I /j513 !LAIN AVE S I /{517 MAIN AVE S � :\ u \ \ \ 1.5 STORY I L1 ( I - 10 FOOT WIDE " W I I RECONNECT EX /ST /NG DONE 2/22/00 ` � I HOUSE c I SEWER EASEMENT � O'NEIL THE PLUMMER � I U' \ � \.\ �.I ' � � Z Q I I j I §973 j 8" VC TO N£W MANHOLE _ I CONNECT SOUTH SEWER RAIN REPLACE EXISTING B' MANN /'V � I I i � � o I TO NORTH SEWER ORA /N 7H /N EX /STING I '\ \ \ •\ W � W J I 7 � I � � 3 FOOT WID� 7H NEW 4" PVC SIDE SEWER: \ �s � J I 21 00 �� I I c� � THE BUILDINGS CRAWL ACE. SEWER EASEMENT FR EXISTING MH TO CONNECTI(N \ \ \ " \ •\ � _ � I I � � I � WORK MUST Bf PERFORMG'D BY OR 2 MAW AVE S (LOCAPON UNK(JOWN. � I -- - A L /LENSED PLUMBER. � E 9080,YNECT70/J USING ONE' ) ° \ � - � � � Z I "_". -' � i R�MOVf AND DISPOSE � 341 0 +76 � 4 E /NSTA o I 3w d � IW -� � . I <'ce to I � O.f £X /S /71NG 12" TREE �= j j CLEANOUT WYE TO A POINY MAINSAVE S r � ° _ _ � \ ° O W I mm "' - ..- ..- .. ^..- .. -.. -.. '.. ".. i - -. -_ � 1 FOOT OW SVRFAC£. I I � i- -_ - - -- � � � I zv�� Mf1VE fX /S77NG METAL .. i� -.. -- _.. CO�4 °-- -.. _ . -- _ ._ - -___ °_ _ .a.- _____ _ _ _ _- _ _ __- _ \tom (�� W W ®4D � � ST -RAGE SHED DONFI /RM o I rj I iRE ONNECT EXISTING 0 +96. Cp #4 �� Iw ° - "- � - - °' \ \ \ v " . - -�` �• m � a � - Df SEWERS AT > W � � i I I W/T/V PROPER OWNERS I ° a I I W SEWER MA /N � M +9 I� o � � � ��o � �� _ _ 55�� ° � Z wp � I I /F THEY WANT TO REUSE I: � � �� ., \ � \•\ W �� I � i 7 STORY SHEDI OR HAVE T DISPOSED "I NOTE: I I � EX 8 "PIPE to °o = � � I) OF. REMOVE A D REPLACE > � o � � 3 2/24/00 98LF vwzi N �, o � � �O \ \ a Q i it � I HOUSE 14� 8' CONC ETF PAD I FROM MH 3 TO SID i `o i / a n. J / � \ \ a < ° w I I _ � 4 "PVC & CLEANOUT \ L0� � � N ( 909 _ S W R T� 3LF TO CL. ® L I y W I i 'i I O j INSTALL SIDE •j j j i � I I t � � ° p � . ..,,__ _,. ".. -; °\ \,� � i SEWER TEE "% i_.. ..._.._. _.._ WITH CAP I I v o ;7.':': I �`�\ a I I I I I I °... � \ � _ W v a I I I � I„ o � I_ a o I .� � � � � WW I "- �� o� I � i � I z � o N �.. ° s.� � � I ° I rn k � °� 'o I � \o o I � � �_ - - I I I I I oa �� nW U I � j °a� U J 13 J w 111 i�,i W a s �>� I I ! `� Asphalt Porking vl M I I 3 � > I In I i r� = w � �'n 3 a Q'i \o+o � � I v I � W w 3 I j fO d o 1 < i j l � � " �� I 120{p0 .. � Y a ,o I I � I a 3 � J a m� I I a I I I� `" I m 3 w I "� �°' I S£WE EAS ENT 1 Porch 'I ; I c a � N � I I ° 10 FOOT WIDE � = o N J I ! ^ ti � ,� �'�- o \ 4�� o� � f I .. I" 1 � WW j a $� -�� °, � � � I. j ° I I I Porch j - I � \ o , �/� 4w - e 'Pin Na' o_ I I--- -- - -�--- --�--- - °I I I.... i a a i >~t N► " ' � ELLS AVE ° — - - -- - U � -- � � o �3 rin w� - 1= __ —_ _- - �__ —__ - —_ - " I Itn �� o �p v p _ __ __ t' ° M1 � _______ __ __ i .. - :. 1 - _. .. _ - _ ___ fB � Conc- W°Ik I c � .. U :: _ o � �Wa — —_ �_ My �4 _ o - N z ou ,. � _ - - I - - o _._..- I W - - I N` I " v LLN - __. .,-_ _. _.... _ r R r s - - - -1- - - -� _ _ v _ 12 -- PVC 7 2" PVC ... . -. ,._.. -_,_ _�._ � - - -_ � - � _ - _ �- - - - - - - q� - - - _ - I - I _ n� _ 0 1 -.- �� n , _. -.- - __. 1 N MH if7 � � �� 3 Jo EXISTING TYPE -2 CB r a RIM EL = 35.68 1CK Ah, AS —BUILT CERTIFICATION, m � � IE (NE /sw) = 320 _p��Ly I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL � s � 55 +04 � 3 IE (SE) _ 32 -9 W Gi „ m H MH 34 STA.554.81.fi7 15255 RT o clr � LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON CO STA 54i -11 -45 152.29 RT MH Jj3 (SEE SHEET 3) INSTALL NEW 54" MH z INSTALL NEW C.O. !N 'T APP X 1' °- EXISTING MH k' r" ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME � " R.lM EL = 35 -i..3 35.29 o RIM EL =354 -L 35.38 UPSTREAM OF CONNECTION z RIM EL 35.6 g �' OR UNDER MY DIRECTION. ..n v ..d o� ,�'� w x � If 8' (Cj) = 38.38 (W) 30.63 /E 8" (N) _ ,36-BI 30.78 TO EXISTING S/DE SEWER IE N -- 23st3 z g W !E 8" (5) = 3D.�44 30.73 o rn ( ) - 30.1 0 6 4 EXISTING MH /E 8" (N) = CONNECT AT EX- ELEV. 3 IE (W) 30.78 � IE (SW) - 30.1 �� y�9 RIM EL = 35 -a6 - IE S 30.88 E.,�,�,r,I F.D. RINGEL L.S. 23613 DATE: � - 30.73 - a .......-� -- - �� .................................. ................ ......... ... "-- . -- ........................ .-------------�- --------------- �--- -----------�----�-------------- -- ---------..... --�---.- ...-- .. -... -......- �---......-...----- �-- �-- �--..--.-. ......-�-�-�----.- ............. IE (S) 32 82 1O - - o - I . - z � : : : : : : : : : rn - - - - - - - - s w 35 =-- - - = - -= _ _ -_ m REMOVE EXISTING SEWER --=-- -_ —_ —_ _ - -- _ � �l GROUT AROUND NEW 4" PVC I SAN /TARY SEWER LI/JE AT : : : � � .. _. .. _ -_: _ -. -. _. _ - _. - _ _ _ -. __..- -- - - - : : \i : : CO - 7/ON TD E - NHOLE : : : : ll NNEC X. �MA I.�, - ABANDON EJOSTING� SEWER IN PLACE - - 'I 30 _ _ - - -- - - -- -- - ... .. .... .... .............. ...... ..:.... ........ ....... .. ... .93 LF OF'8 "-PVC' ®0'48%.. _..-----� :---�-- ---- -�---- �------ -----�� ------------ -----APPROX.� &7�LF OF 4 PVC � 0.40% - - ---��---. .... -. . - -.- ........- - -�- �---�-- -�- --. ............... I54 LF OF :8" PVC ®DA48i 0.05 _. � -. - - - - - - - '. i 57 0.46°1" 3 O - REMOVE EXISTING 8" SEWER MA /N `Z 5 _ _ _ _ - -FROM A POINT APPROXIMATELY 15" - - - � - � 5 ' " "-------------- "---- " " - - -_ -_ NORTH -QF THE EXIS77NG MAMiOLE " " - -_ "" - - - - -TO THE EXIS77NG SIDE SEWER -FOR - - - - - ' � : : : : _ _ _ _ _ _ - _ _ :523 MA /N AVE. S _ TO A "VOID EXCAVATION NEAR : : : : : - � - � - - THE EXISTING POWER POLE, � 'USE ONE 458END AND ONE 'W7f" INSERT NEW 4" PVC THROUGH � � � - � " � : _ : � _ _ : : : .TO RECONNECT- EXIST)NG SIDE. SE':FcR EXISTING 8' MA /N AND GROUT - � - - - . _ _ _ _ :TO NEW 4' PVC. _ IN A7 EX /STING MANHOLE. : v SCALE Vert. 1 " = 5' — -- -- SHEET 19 3- 272203 /alj S'- 2, �'2? 9 SCANNED .IUI 2 7 2001 e sr 14 w N if1 i 3 CV N r_ \ CN - cV o I I I WIDTH VARIES r MATCH EXISTING 3 o`IN. 3" ASPHALT I CONCRETE (1 LIFT) x o! 0 aai o N O E7 3 -Eo a F7 2 Da W 3 Ic c E a� 'E 6 �N C o � acD cn U psi o wy . °H 4g z PAY LIMIT TRENCH BACKFILL C -0" FOR 8', 10" AND 12' MAIN LINES AND 4' FOR 6" SIDE SEWERS SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 6 8 ", 10" AND 12" SEWER PIPE PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST 6 ", 8 ". 10" AND 12" PVC SEWER TYPICAL TRENCH BEDDING AND BACKFILL NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY, 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 24 "x 6" FRAME AND LIP-\ PER DRAWING BR29. \ 4" MIN. TO 12" MAX. co 24 72" DIAMETER MH #4 ,Sheet 3) NOTES: 1. STEPS TO BE 3/4" DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. z 4. MANHOLE SECTIONS TO BE OF REINFORCED O PRECAST CONCRETE. 0 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. �i 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. w 'Alp .sg_t'st vi 3 E 0 0 ti 1L vi a 3 0 STREET OVERLAY SCHEDULE WELLS AVE S - EXTENTS OF OVERLAY SHALL BE CURB TO CURB (36' WIDTH) AND 10' NORTH AND SOUTH OF PIPELINE REPLACEMENT. WILLIAMS AVE S - EXTENTS OF OVERLAY SHALL BE CURB TO CURB (44' WIDTH) AND 10' NORTH AND SOUTH OF PIPELINE REPLACEMENT. BURNETT AVE S - EXTENTS OF OVERLAY SHALL BE BETWEEN EAST CURB OF STREET AND EAST EDGE OF ADJACENT PARKING AREA CURBS (APPROX. 18' WIDTH.) AND 10' NORTH AND SOUTH OF PIPELINE REPLACEMENT. SOUTH 5th ST - EXTENTS OF OVERLAY SHALL BE THE NORTH. HALF OF THE STREET FROM A POINT 10' WEST OF CO# 2 TO WILLIAMS AVE S, THE SOUTH HALF OF THE STREET FROM WILLIAMS AVE S TO WELLS AVE S, AND FULL WIDTH FROM WELLS AVE S TO A PANT 70' EAST OF MH# 5. 12" from S. 5th St. CHANNELING DETAIL for 72" DIAMETER MH #4 (Sheet 3) 12" TYP SAWCUT FINAL JOINT TYP. EACH SIDE - EXIST. ASPH. CONC. PAVEMENT, TYR. - 3" CL 'B' ASPHALT CONCRETE PATCH ( 1 LIFT ) - 6" CRUSHED SURFACING TOP COURSE `- BACKFILL PATCH PAYMENT SEE BEDDING /BACKFILL DETAIL) TRENCH WIDTH PER APPROPRIATE DETAIL PLUS 2' -0" ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL N TS NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH, 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. 5. SEE CONSTRUCTION NOTES 15 AND 16 ON THIS SHEET FOR PAVING AND CONSTRUCTION CONSTRAINTS ON PORTIONS OF BURNETT AVE S, WILLIAMS AVE S AND WELLS AVE S. 1 REMOVE TOP 2' OF MANHOLE AND RESTORE PER ASPHALT )CONCRETE PAVEMENT DETAIL CRUSHED ROCK (DEPTH VARIES) MAX. Y CONCRETE OR CDF ABANDON MANHOLE TYPICAL DETAIL (Sheet 11: Station 61 +12, 9.85 RT) NOT TO SCALE NOTES: 1. CONCRETE OR CONTROL DENSITY FILL SHALL BE POURED TO A DEPTH OF NOT MORE THAN I FOOT ABOVE THE CROWN OF THE NEW CURED -IN -PLACE LINER. 2. AFTER CONCRETE OR CONTROL DENSITY FILL HAS CURED, FILL REMAINDER OF MANHOLE WITH 1 -1/4" CRUSHED ROCK OR APPROVEF; EQUAL. AINLESS EEL RAPS SEND INSIDE DROP CONNECTION TO EXISTING MANHOLE (Sheet 18: Station 99 +93.86, 7.17' LT) N TS NOTES: 1. ALL PIPE SHALL BE SIMILAR MATERIAL AS MAINLINE. 2. STAINLESS STEEL STRAPS SHALL BE 2" X 1/8" STAINLESS STEEL PLATE WITH 2 - 5/8" HOLES. CONNECTION TO MANHOLE SHALL BE MADE USING 112" STAINLESS STEEL ANCHOR BOLTS WITH BACKING AND LOCKING NUTS. SPACING BETWEEN STRAPS SHALL BE AT 3 FEET ON- CENTER. A MINIMUM OF 2 STRAPS SHALL BE USED FOR EACH DROP. *S ma 27 2 20 20A CONSTRUCTION NOTES 1. TRENCH SAFETY AND SHORING SHALL BE PER SECTION 7- 08.3(1)B OF THE SPECIAL PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY DURING NON- WORKING HOURS. 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET) 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 4. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 6. ALL MANHOLES SHALL HAVE LOCKING LIDS. 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. 8. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 9. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. (IN ACCORDANCE WITH STANDARD PLAN #FO06, DRAWING #FR01N). 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD PLAN # F008, DRAWING # FR05 AND STANDARD PLAN # F001 "CEMENT CONCRETE CURB AND GUTTER." 12. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN # F007, DRAWING # FR02. 13. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 14. FINAL PAVING OF WELLS AVE. S. AND WILLIAMS AVE S. FROM S. 3RD ST. THROUGH THE INTERSECTION OF S. 4TH ST. SHALL BE COMPLETED PRIOR TO JULY 16, 1999. IF A TOTAL AND FINAL RESTORATION OF THESE BLOCKS CANNOT BE COMPLETED BY THE SPECIFIED DATE, THEN NO EXCAVATION WORK SHALL TAKE PLACE IN THESE BLOCKS UNTIL AFTER AUGUST 2, 1999. 15. ALL WORK ON BURNETT AVE. S. BETWEEN S. 3rd ST. AND S. 4th ST. SHALL BE COMPLETED PRIOR TO SEPTEMBER 15, 1999. 16. REFER. TO SHEET 7 FOR INFORMATION REGARDING THE COMMERCIAL LAUNDRY LOCATED AT THE CORNER OF WELLS AVE. S. AND S. 4th ST. 17. SIDE SEWERS SHOWN ON THE PLANS WERE LOCATED VIAfELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISTING MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE /RECONNECT ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE UNLESS SPECIFIED OTHERWISE ON THE PLANS. SHEET 20 A63 , 51 X7-7 z 214 SOANNEIIr_; W au1 a 0