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CC - Updated Sewer0 LLJ C, h Caw SSMH—. S_TA: 5- �,.;. �cnI m CD N H r c.1 w z DWI W S Mi 0 ww W N S J SEWER LINE A 1n 0- MH—Al �3.17 ;; ,INSTALL 16" caslNc STA: 3+23.90 -- (��-.�� PER MERIDIAN STANDARDS SD1 AND SW2 co AR'3j ;. - = N SEPINO AVE j�, ­ v 'y' M Jh Ln O I M Z O ,_ Z (ri tri LJ w N . W �.�1w W �L l � 1 , EXISTING GROUND WON INSTALL 16" CASING PER MERIDIAN STANDARDS SD1 AND SW2 2540 2540 FINISHED GRADE Q S• 2536 BMAiN P� 2jgiY ✓P� 2536 CONST. 16" CASING 2532 20.0 LF CENTERED CONST. 16" CASING 2532 — --. ,UNDER IRR LINE PER 20.0 LF CENTERED STA;2+07.34 MERIDIAN STANDARDS UNDER IRR LINE PER REMOVE EXISTING SW1 AND SW2 MERIDIAN STANDARDS CLEAN OUT AND _ . SW1 AND SW2 CONNECT TO CONST. 8" PVC SEWER EXISTING 8" 2528 239.3 LF Q 0.407 2516 2512 +J>> NXZ.LL G � X CD , 0 CONST. 8"_P._VC%.SEWER SEWER MAIN;_ 2528 116.6 LF ® .49%% INV.=25216.09 to - rn 2524 •..._. __ N 0 to 04 J N-N Lo N ... c0 Z 1N N .. .. • Z .try C 9 W H N .. �-. 2520 ;k. .. ..3 _. +) ....... +"tZZZp ,*,: in p�Z 0 04 N» ZZZ Z Q---- Ln _f...•"ZZ 2516 CX 00 00 00 00 x � LLJ cn cx 00 00 z,= 2512 N._ Li SEWER LINE A m co O co O u') 0 0 n n Ln L Ln u') 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 V/" -0 wv �Z m , Q� D� UO2 NfA Hj ? aXw VILu I ZtW �Z ~ J (n fN cn woe �Z Lu (D.JJ QW w U) Q N_ W b� 0 LL W Z V 0 m = c. A9 - a oo w J_ Q� WO Z� J � r 0 dcb EQ �y a Z N� O li xm � wv Q U cl WZ J CL�m a . 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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 U� T-o 0o w �m 1m QZ j Oaf 1/� � J ? Q SE�LL 0. ,O� cc uj 2 'I V/L f � ccZaW Y.I otjZ co V tq U1 M J m W 0 a �;z J_ QW W ® U) J W tw IW 1 Z N 0 M = �a R CE o`H o`oa W J o d� WM U. E 0 z W o m 0 Zcr. :i a z Li. c mm W Z U v Q U WZ cl) Q O (L L T a. Am Z 0 ch O U U>co )ci no ZQ2 d— mQ i< co co °pOO-TZ to z > wm—,- 0 Lu Q Qzit —Ztco 02 Z WLLD W Q w o JZiEz� J aao1O� 0-Q U) CL Q >- z Z w O a THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' OF LEAVITT & ASSOCIATES ENGINEERS, INC. J O U 0- O H Q d O U [L O W W O W U) X rn O N N W O N Q N N O O � Sheet Number: 16 7+00 6+00 5+00 4+00 3+00 2+00 1 I , SEWER LINE IS SEE SHEET--.16 ------- PHILOMENA CT S i i i 17 i SCALE: HORIZONTAL 5 25 100 0 15 50 150 VERTICAL 1 5 15 iiiiZiQ 0 3 10 HORIZONTAL 1" = 50' VERTICAL 1. = 5' NOTES: 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 S D-51 1 A. 3. ALL SERVICES SHALL BE A MINIMUM OF 5' FROM THE OUTSIDE OF MANHOLES. =`- 4. EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. FINISHED GRADE 2540 EXISTING GROUND 2540 2536 2536 � �NC _ 0) g3% 10 2532 �FP® 2 N 2532 - - - G0p, 30< Z - -3 2528 :to 2528 p +to Nj 2524 _.. co n n co •• _Z_ Q� 2524 __. co to �.� � N Lo NNN =.. _. 2520 31 ::.Z 2520 N 2516 Z Z Z Z 4l 2516 En Act 00 00 co o z w 2512 n'Q 2512 Z o SEWER LINE C w;z � Ln Ln 0 Lo Ln N N N N to Ln N N N N N N N (N N 2+00 3+00 4+00 5+00 — — — — — — — — — — — — — — — — — — SSMH—D1' 1 23 22 STA: 3+60.04 21 20 19 o ono nWN o�� cq o m � Lo cq c0 N N t0 i[J O +ram o. Ol c60 Lr) m +�uN, +�� N N M N N N �,LN 'I U7 N Li :. LN L/ Li (n N Li N UI Li Cn N Li . t {{L W WAO00 �I ST ` o� I ao in SSMH—D2 a STA: 4+69.37 i wcn n cncn IW SEWER LINE E O SEE SHEET 18 SSMH—A2 STA: 5+63.17 ` n it EXISTING GROUND 2540 2540 FINISHED GRADE 2536 6'• " ERR �2Pa� 2536 F� �NST CONST. 16"' CASING -- d9 J 6"'o <F !rC 20.0 LF CENTERED 'LINE 2532 SF UNDER IRR PER 2532 � S MERIDIAN STANDARDS M SByFR SW1 AND SW2 In OONST. 8"- PVC SEWER 2528 p 04 I 160 0 LF © 0.40% 2528 r W N.. p p+ N ul 2524 U) 04 N N iP_ 2524 }rN> NN ;. �'N..N _ .. 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J a O UZ a O a a 0 0: Fr O 0 a 0 U. w j w 0 W 0:In *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. a ZNOT m APPROVED FOR CONSTRUCTION N C4 O o C-4 r H o Z THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF LEAVITT & ASSOCIATES ENGINEERS, INC. 1"=50' 7 w U �o HZ Q� 70002 U) N V� O'L J ? a x w it Q � f Z tAW ZpW 06 `� F- CC n M L r (/' N J M woa � Z A�z J_ W QWis, U)) �Q —1W rANW LL z '0 = a *_ C) ow` �yabd E U NPR — 0. �W om 18 - _ --_ _ _ — _ — — — — fJ) I N 1 Q SSMH-E1 I o 0 19 � W _ z. I 7 O 8 9 STA: 4+32.63 10 1 1 I d {,{J d W r J W pp O r '3W O 1 O W t0 M In a, O 1n O . N N N _ O N .I OJ_ ��w C5�- ��w ��- 0 uw ��_ U)Inw OJ_ SCALE: HORIZONTAL a Obi SEWER LINE D �� SEE SHEET I zs too W O 17 .G.G,.. :. gG.o ., - ,, W"WAPOOT' `y z _ _ t 05 is 50 150 Z m c90 ST VERTICAL J .._ �:. 9Q'Q'p 90' '0"� 7 5 15 z SSMH- 2 I` _ SEWER LINE E X co m � 1 ° a � 10 � ZHORIZ �m STA: 5+63. 1 7 1 9�' 1 VERTICAL AL 1 5�� Q o Z L SSMH-E2 W Z < w ti o cE:I; TA: 5+47.26 cnQ 0 a 0 -_ I NOTES: A I 18 z 1. ALL MANHOLES SHALL BE 48"0 STANDARD 'A' li om MANHOLE TYPE PER ISPWC SD-501 UNLESS NOTED OTHERWISE. 2. ALL SERVICE CONNECTIONS SHALL BE PER ISPWC J SD-511 A. p 3. EXISTING SEPTIC TANKS AND SEWER DRAIN d FIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT cm REQUIREMENTS. ° 2544 EXISTING GROUND 2544 2540 2540 FINISHED GRADE 2536 2536 &3 R Al 2532 2532 CONST. 8" PVC SEWER CONST., 8" PVC SEWER 114.6 LF @ 0.60% 232.6 LF @ 0.40% 2528 � 2528 - u] _ rC,4c-4 _ 00 Do NZ NCNI 2524 00 06 00 � N p O^2524 __ _. __ _ _ NN .. ^ In v E 04 �j .. Z �O 3 tnW!!I?_. Z Z 2520 W w+� O �N 2520 p _ _ _ _ 1 N>>>_ _ z IU)N>>> a----- � _ _ Z_Z Z �x t a _ V)fE 00 _. 2516 &VII)Ix — — — —_ _ _ V)o_'00 Do 00 0 2516 a0 0000 : z w D o E!� c� 0 2512 c� o z'= 2512 v) �Q _ SEWER LINE E w's� un Ln M N O N N N N In N In N 04 to N N N N N N N N N Z 0 cl) 0 U CU > to m 0 00 ZQ��2 z — mQ W o.QZoMOMO_ 2 cl) opOO"Z Z w Wm--O Q o 2—Zdtcn W 0 w UQQ�a' C zWWO W Q W o JZcrZ� J acoWO2 Q (D Z Ix Ill 0 a J �> O v a O Z a a U c/) w O N > w o CC w :) *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. o a. } azcq NOT APPROVED 00 r o H FOR CONSTRUCTION o O THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES 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' 1$ OF LEAVITT & ASSOCIATES ENGINEERS, INC. 2+00 3+00 4+00 5+00 6+00 STA: U) WV o �a 00 m� QZ — Oaf ? Q Ui axW 2< LL z U) Ui NW Z°W 1 �Z �m> L— J Z (/� !A m m wo a z J_ WtANW QWia, UJ 7 Q tp JzW IL z aQ M I a _, m z 0 n' 00 i%a te IR.R IRR IRR IRR „ - _ .I I 0`. O r7ncn SSMHlFl i _ N (N\Nf 1II I I q aGv�; _Nr0rnrnoN0STA: 4+34.23 S n 11 ago I oo of 0 1) 01NrOuN 00 of oo ' O ?n _ 6. O dn �unO, O NON ..N ON NN N N N N N N N NN U JU J U U J_ U J_ . J.N N W VU1 Li v) W (fn 4J v) V1 W N V) Vl N 4� SSMH Dl W IA.3+0.04 �SCALE:-F2 A1.0111 n .Q.Q.HORIZONTAL LL U_ 5 25 100 N 0� 0 15 so 150 tN_Ca�REIELL A Zz VERTICAL I I Z 1 5 15 d' J O J� M J� 17 J r N J (O ON J't � J "] 00 coO J N OJIn LL O 0 3 10 sm �. ? N r � Z� I W Z U t0 N N n '- if) 0 O n- ,!) 10 01 O O W O M W \��%%% A • • L + + r) + M + - n I HORIZONTAL 1 = 50 I 0�N � N aL N n + + M + -M +�F.- _ U _ �Q N N N 10 N r'J d Lc)N N N N O N - VERTICAL 1 = 5 J- U J_ U J- U.J_ U'JJ iJ J_ U J— _.. Q I 0 LLJ iZ m vi w to (n W vrviti vi vi W vi of W vi W vi vi W _ vi vi W U) vi W N /ww� Z J I NOTES: J O OO ON I 1. ALL MANHOLES SHALL BE 48"0 STANDARD 3m O O MANHOLE TYPE 'A' PER ISPWC SD-501 UNLESS o i- SEWER LINE F NOTED OTHERWISE. m _ 2. ALL SERVICE CONNECTIONS SHALL BE PER ISPWC I SD-511A.3. EXISTING SEPTIC TANKS AND SEWER DRAINFIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT cm REQUIREMENTS. m 2544 EXISTING GROUND 2544 2540 ' 2540 I 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" PVCSEWER _ 34.2-LF @ 0.40% 2528 M 2528 ,. _ . LO _ 04 ^ __ _. C4IN _ fJ __ Lqp00 .� N _ 2524 rn:: N04 ; Ln to N 2524 06 a*' to !- 04 Z C4 V Cyj Z 0 : to+N ; _ + z _ c) (a 2520 _ .. z Z_ I Ln > cO� Z Z O' 2520 N� 00 00 — — I Nam» _ c 00_ 00 Q 2516 Z w EE co 00 00 2516 o 0 < 2512 CD z;Ld = 2512 SEWER LINE F Li N O c0 N N ; O N N� Ln N N N N N " N N N N N N N N N N N N N Z O O U > U coci6 00 Z<,rt mQ 0. 0000MF7 0� w00qt UZ z ch > wm--0 Q R 2—z W w 0<<a z wLL-p LU LU QLLI � oJZFrZ� j 0. 0w0� a Q,)2a@i Q (0 z Z Ix W O a J Q J O U a O Q 0. U cr cr O U LL d 0 W j W O w *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. o Ia. } zNOT 0° APPROVED FOR CONSTRUCTION N 10rO o H THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES 11 TO ENGINEERS, USEDINC N WHOLE THE OR DESIGN PART WITAND HOUT WRITITEN CONSENTTHIN ARE NOT SCALE: "_ Sheet Number: OF LEAVITT & ASSOCIATES ENGINEERS, INC. 1 =50, 19 7+00 6+00 5+00 4+00 3+00 2+00 STA: (n U ' -0 w H Z ms M. 'AD Q� Toa0 � U � QaoU (� //► o ° rn �Lu J ? Q a xuj W gLLzw QW ? Z°W o6Z > 06 r woa _ Z �Az QW Wb,tl. _J N � Q NNW J�W LLz '0 M= "I ° 0, 00 i v 2 n . 0-' Ep. °m _I I 0. Dom a `o z :3w i °� .. I y ... v Ir to ww I SSMH—G1! 1 t�w [ N STA: 4+34.23 g v, I , twrn O vo'rn M KO(J M Kh NKcO s Nd'a KN OK� O� `3 J L5 N N ; n� o Lnoc ¢- SCALE: rn N N N N n N N t N N (�V Ln N NN N cl N HORIZONTAL L• U U VW (n n L. N n L. — _ J U J 5 25 100 O Z N co VI n Li ( W ns 0 15 50 150O ... . Z3201 S •,„ I I VERTICAL J aAen — _ — 070.0" _ _ s 15 z v _ _, �,. _ __ N.sARTQK E__ - ;v ... SSMH - E1 � i 0 3 to w Z am i� STA: 4+32.63 I_ HORIZONTAL 1"= 50' W U M _ VERTICAL 1 5' Q 1 M J n - N J N J N J N O O J 00 o J o f0 vie I I E W Z J M Ln in +�� �N �a'N O Ln M +� - in 1n tom- OJ . m� +.-n _ V �n +�"� : N _ O LqO +�r7 C1 _ M in O �-�M N I �• .__. IL N in s}N �d-N MAN MAN NNN NNN UJ_ 1 ��w UJ_ �i UJ_ ��w UJ_ ��w UJ UJ UJ UJ_ `tee NOTES: J =m ; ��w �(w cnow view Ln(nw 1. ALL MANHOLES SHALL BE 48°0 STANDARD a 0 O O OO OO ON 1 !'. MANHOLE TYPE 'A' PER ISPWC SD-501 UNLESS NOTED OTHERWISE. p` 0 I 'L 2. ALL SERVICE CONNECTIONS SHALL BE PER ISPWC J SD-511A. G 3. EXISTING SEPTIC TANKS AND SEWER DRAIN a FIELDS MUST BE ABANDONED IN ACCORDANCE: a T WITH CENTRAL DISTRICT HEALTH DEPARTMENT am REQUIREMENTS. H 2544 _ _ _ _ f EXISTING GROUND 2544 2540 FINISHED GRADE 2540 2536 n ._ _ 2536 CONST. 8" PVC SEWER STUB 5.0 LF ® 0.40%. CAP AND MARK TO SURFACE 2532 CONST. 8" PVC, SEWER_ 2532 63.8 LF ® 0.40% CONST. 8" PVC SEWER _ _ 2528 � M r I 2528 N rn � _ 00 to (V _ _ N 0000 06 04 �Oa 2524 �c^O V iN N r: U) Lo N 2524 Fv- _ _ Z _ _. _. N. N co �.}N>.>. �zp_ Nv nu _ 2520 Q .. ? ? i +N > > rn Z Z p } 2520 a ° Nw0000 .. 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