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HomeMy WebLinkAboutUpdated Sewer Sheets 15-20 V1No Text APPROVED 05,19122 . r SSMH-B - y STA: 4+22.67 a . V Iq N'wN] 0 +. � � � Lo ®� � OI\ In N co � W N a N V N » N N iCl OO ...�_ SSMH-62 . �N fY N ��wAl W W W ��� _w ' SSMH-83 STA: 6+51.24v y w v, of STA: 7+29.10 a .. ... °' 3+23 90 W PHILOMEN cr - S.C. 7+29.10 1 9'47'44 S.L. 86.1' L E.I. 2531.72 o JN C7r3 H�Ll 4r `01Ulf 2 O �g a �/ J co SEE SHEET 7 r �. c0N cq D '3 J_ tad. +C N� �N + LnN c0 Lnm O) tO OJ 10 00N `� w: .NNW LNN 1C NN CNN ;NN... i++jNN N�N N Q -.. UJN Ln (n W N W \ (n (n W 12 (n U) W (n (/) W 14 V1 w W V) (n W (n U7 W Z .. IL 1) 10 11:.. 13 SEWER LINE B 15 16 17 N 7- — — — — — — — — — — — i„ ' 2540 2536 2532 2528 M N, N' N _ 00 in in N 2524 _N w_ F- •%� W to 2520 m+NO, �In {- ? O _ _.. Z I to N> � _ _ Z Z a- te-03 12: x00 00 2516 SEWER LINE B 2540 2536 2532 2528 _ .ttcL00 _2 n n r 524 N Z Lo NO NN N .. z 2520 }.3v3v? a 4,1;: I N» » �.. ZZZ Z 2516 m 00 ,w a0 N N m CO to n 0 0 O O O O 0 )rn Ln Lo Ln U) Lo Ln )n )n Ln Ln Lo N N N N N N N N N N N N SCALE: HORIZONTAL 5 25 100 0 15 50 150 VERTICAL 1 5 15 0 3 10 HORIZONTAL 1" = 50' VERTICAL 1- = 5' NOTES:1.ALL MANHOLES SHALL BE 48"0 STANDARD MANHOLE TYPE 'A' PER ISPWC SD-501 UNLESS NOTED OTHERWISE. 2. ALL SERVICE CONNECTIONS SHALL BE PER ISPWC SD-51 1 A. 3. EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED FOR CONSTRUCTION �o w �Z �o m A co(D2 Q� .� _ 3L 0 UQ U) .k C7 co O N 0�/�� _Z a' xQLu ,. Q 3. �Lu LLz FLU z°w I+ 06Z ~ Z cn N m J m woa — ��z J wNNW QWib� �aQ J�w LL z a0 m= a ca E ; w m y'iA � oy o`o N O N w J_ M W LL w O J o O dcp Q m 0 0 a 0:0 Nm w Z s a m a 0 wZ a O a J Cm a m Z O c%% O U U>�co Q O ZQCDT= �— m Q CL 00 co i S0O�Z V) Z w Lu —0 W Q q Ztfn 0 w Oa<am U� ZwLLoWW QLLJ :Jzaiz� J aoow0@ o' a) CL Q CD z Z Ix LIJ O a J O U (a O H Q d O U W w (n EL O w > W O W =) to N N O N Q O � � THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES e ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 11. 16 OF LEAVITT & ASSOCIATES ENGINEERS, INC. 7+00 6+00 5+00 4+00 3+00 2+00 �(EI APPROVED 05 19122 A d a 0 y U IL R m a z z 0 N mm rn I I I SEWER LINE D SEE SHEET-16-1 PHILOMENA CT S i I I 17 ' I t,. 7777771 I 10 r— - + ` b. SCALE: HORIZONTAL rn o C 5 25 100 H z n 01515 --... 50 150 LLI U J_ O O N - w a i VERTICAL S. L. 40 48.L6 1 5 15 . . �1- E.I. 2538.77 0 3 10 SKEW mom„ - i 36.39'45" HORIZONTAL 1 " = 50' ,. 3 VERTICAL 1 " = 5' o m -� ---- -- --_ - I SSMH J g STA: 5+01.75 SSMH-Al m o M STA: 3+23.90 M ° N I NOTES: in d _j - O5 1. ALL MANHOLES SHALL BE 48"0 STANDARD LLJQ © m LJ i MANHOLE TYPE 'A' PER ISPWC SD-501 UNLESS w i Z NOTED OTHERWISE. }� =1 2. ALL SERVICE CONNECTIONS SHALL BE PER ISPWC _� 3 MINIMUM OF 5 FROM SD 511A ALL SERVICES SHALL BE A THE IOUTSIDE IC MANHOLES. � OT(li"'� "'�°"'�-'""" --'--- ++Eg+•'^m _ ' �., _ '=' 4. EXISTING SEPTIC TANKS AND SEWER DRAIN rn `� FIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. 2540 f 2536 2532 2528 2524 2520 2516 2512 FINISHED GRADE ---- ---- — EXISTING GROUND 2540 2536 �giy�gp�� vC �cWFR 2g3% 10 C'OC88`FP® _,.Z N_ 2532 'Lo-3- t O 2528 O to Lo Nj ..Z..... n n ^ N Q= 2524 no_ Lo N J NLoN N•^ - - s r,�:-:%�:-:•Z 2520 +�Z Z Z O �Nj ZZZ Z 2516 . `00 nit $D 00 00 o Z w nf'it 2512 � C9 0 0 Z _. w cF►uFR I Itir* r x .z po N O � O LIj n Lo Lo Ln Ln Cn N N N N N N N N N N N N 2+00 3+00 4+00 5+00 - - - -. - - - - - ` - - - - - - - - SSMH-D1' cn. 23 22 STA: 3+60.04 21 20 19 n o 0 ono ��,n ro o_ rn - ro_ 10 m Lo u) � Ln +'-M N N +r-M fD o O + �M If} 01 +�N c�0 In m i'.-N N N M N N N �,.N uI U J_ U J_ - U J_ U J U J U7 (n L.I fN L/ LJ (n !n LJ fn ui Li (n N Li . 17, , f\" 1 0 u_oy ISSMH-D2 z STA: 4+69.37 : _ w rn I id n cncn 0 W N W i Ll fn EXISTING GROUND 2540 2540 FINISHED GRADE 2536 " ERR 2536 C �NST FP t•F CONST. 16" CASING d93 8' p <F irC 20.0 LF CENTERED 2532 CID3 SFy UNDER IRR 'LINE PER MERIDIAN STANDARDS 2532 M SByFR SW1 AND SW2 CONST. 8".PVC SEWER 2528 O N 1600 LF p 0.40% 2528 ! 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SSMH—D1 I :, w vi vi w N w w STA: 3+6004 oo`NQ j N CQRBLL AV i I t col o� I I n d'JO ,I N d'Jp Ou)� MJ� �oo nJr NJ(O O NJd �Jn OJN co OJ.- W� o I t tOO NN +� n +� n LL'?If),- Oln�N_ : 0) O n a In 0 N. 0 0 m. n n Z z' W Ln N O N +�n in a N : + _n in N + n a +r� n n N;� 0 N � �... I • N i N I+�J �:L0 N N � N O W N .. I c) J_ U .w (n (nW NNW U7 C/1W N ULL1 (n (n LJ Ln Law M'AW fN cnW V) "i LJ V,W =I �. '4 C o LINE F< /col I.V; 2544 EXISTING GROUND 2544 2540 2540 FINISHED GRADE _ 2536 2536 CONST. 8" PVC SEWER _ STUB 5.0 LF -® 0,40%, CAP AND: MARK TO SURFACE 2532 2532 CONST. 8" PVC SEWER _ 63.8 LF 0.40% CONST. 8" PVC SEWER _L LL L L (o __ . _ _ 34.2 - LF @ 0. 40%lo 2528 _. r M _ 2528 _ _ . MLo N Lo _ co0) ��� C4U Lqtoco, 2524 rn::?. N :: ,� t N 2524 _ 00 Z) __ _ _ _. Z r�P. N N .. .�z w+10Z _ _ _ _ 0Lo:3 c% Fv- 2 Z LI co�Z Z 0 2520 ••NZ �N> > �- - 2520 N> >; >; 2516 o w 00 00 00. 2516 w O ,,. < 2512 zI= 2512 SEWER LINE F w 00 N O c0 N N ;o O N N N N N N N N N N N N �o W U �, a mo mm QZ — 0mf ?0 V� Z U) J Q'- ¢xw 2LLz W NW Z°W �Z �m> L— o (n N M J M woa w�Z J_ QW W NO¢ m J NNW zW z a0 M = �a m ¢o W o J SCALE: HORIZONTAL LPL E o G 5 25 100 Lu O m N 0 15 50 150 Z o: 0 VERTICAL J a 1 5 15 Z 0 3 10 W Z sm HORIZONTAL 1" = 50' Q VERTICAL 1- = 5' uiZ Q(L NOTES:1.ALL MANHOLES SHALL BE 48"0 STANDARD A 0- �m MANHOLE TYPE 'A' PER ISPWC SD-501 UNLESS o NOTED OTHERWISE. 2. ALL SERVICE CONNECTIONS SHALL BE PER ISPWC J SD-511A. p 3. EXISTING SEPTIC TANKS AND SEWER DRAIN 0. FIELDS MUST BE ABANDONED IN ACCORDANCE dm WITH CENTRAL DISTRICT HEALTH DEPARTMENT c REQUIREMENTS. O Z O O U C)>(D Cy) p Q O ZQt�= mQ aQMooco00 wOOit OZ W W 00 a, O Q O E-Z�tA W 0 w �QQ�(t; V— z W W 0 W Q 0:o-JZ2Z� 0-� a nE=U a} Q to z it W 0 d J Q O U a O Q a cr O U d pLL W W O W w N N *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. o a- > a. z 0° NOT APPROVED cm N FOR CONSTRUCTION N H THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES - Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' 19 OF LEAVITT & ASSOCIATES ENGINEERS, INC. 7+00 6+00 5+00 4+00 3+00 2+00 APPROVED . •.i Ana: z � r-..,.��.�, U a STA: ti SSMH—Gi' STA: 4+34.23 �n ON N O, M a' N a, 'D NN K � N O K .- co O of '6 N � to .- O . in .% I� _ N a} m o �n o r �n �n o V) m �n o M 't o o . I (O NN (O NN l0 NN 1A NN 7 N i0 d N� M N� N �N t �n I N N N N N N N N U J_ �� �,<��w U J ��w U J_ ��w� U J vi L.t': U J_ vi vi w U J_ u) cow U J_ U o co '�:'. (A viw uiuiw t m L1 w z dI Y JO µ Jp� M JN 17 J(p N Jln Oun -,ice n _ +� t r:� i0 Lf)� t.-M . 1 9 N �O N If] a. N l(1 h N N 1 i U J- U J_ vi Vi v; v v vi vi w v; v; w v; v; w 'I l_J O. 1 � W � F W J wN O I �w 00 p O J r N_ cq J O 01_ O ""N e...... m LQ O 10� O I. N N N � �N vi vi w vi vi w O O `SSMH—E1 STA: 4+32.63 O O 2544 _ _ — _ _ EXISTING GROUND 2544 2540 FINISHED GRADE 2540 2536 _ Ai 2536 CONST. 8" PVC SEWER STUB 5.0 LF 0 0.40%. _ CAP AND MARK TO SURFACE 2532 _ CONST, 8" PVC, SEWER. _ _. 2532 63.8 LF ® 0.407 CONST. 8" PVCSEWER LO 2 34.2 LF ® 2528 O POn I to 2528 _ _.. _. _ 0000N NN NiA 2524 O�^z N 1� LO � 04 N 2524 _ 0)�KOp 0000NP: _ _ N_N3 _ f +N> > _ _ �Z _ Mvv= 2520 m Z Z Q .. — — i +LO N >> Z Z 0 + � 2520 _ cn0a0 a0 X__ ,, Z ** __ _ __r. N to s o zzz a00 00 zIQ ads _t _ _ < to o: 00 00 00 2516 0 CD U 2516 Zw � I-- n,� _ SEWER LINE G w' (0 0) u') � O 0 M Ln CO O N I- c0 In O it N . c0 Ol N N N Ln Ln (n Lnd- on n n u-1 N N NN N cN N N N NN N N N N SCALE: HORIZONTAL 5 25 100 0 15 50 150 VERTICAL 1 5 15 0 3 10 HORIZONTAL 1 " = 50' VERTICAL 1 " = 5' NOTES: MANHOLES SHALL BE 48"0 STANDARD MANHOLE TYPE 'A' PER ISPWC SD-501 UNLESS NOTED OTHERWISE. 2. ALL SERVICE CONNECTIONS SHALL BE PER ISPWC SD-511 A. 3. EXISTING SEPTIC TANKS AND SEINER DRAIN FIELDS MUST BE ABANDONED IN ACCORDANCE: WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. *CONTRACTOR TO FIELD VERIFY HORIZONTAL. & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED FOR CONSTRUCTION �V �o 1n 0 w � Z 10 O m A Q� D10 N N V, w OLu J ? a x faZ U)Lu Z°W Q () n H ojsZ > m H� ym J woil �Z ��Z QW W _J N Q J NNW �w az ao Ms r 0. to �yDyd aP. � Eo a a CSi C9 C9 m Q` w J � w0 Zw J 0- O N � a O is a 0 (L z Q �Z xm w Q U J wZ Y/ /r CL CL J °m J a Z 0 V% 0 LLJ O ZQ,*u')2 m Q a ZmMO Q w 00 w300�Z viZ wLu —0 Q o��2�fn W O w C) Sir U2 3w'L3Ww Q oJz2z� J acolu0� 0- a��a> Q (D Z cc W O a J � a 0 O U d 0 H Q d D: O U tL d p W > w O w N N �l llJ o N Q oao THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Shl-Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' 20 OF LEAVITT & ASSOCIATES ENGINEERS, INC. 7+00 6+