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PZ - Public Utility Plan I 1 ` 1 1 •■1 1 a C 1 1RUIDUAIVII '1 1 1'` •1 1 1 nnn nnn 1 nn 1 nnn nnn 1 nn n nn 1 nn 1 nn 1 nu 1 un 1 nnn nnn nn11 nnn 1 11 1 1 1 1 IIIIIIp1 �� 11 11 1 11 11 1 11 11 1 1� 11 11 �; rr r Ir rr r rr 11 rr 1 rr 11 r 11 rr:` rr rr rr rr rr rr 11 rr 1 n.r1 r rplook 'r 11 it n rr p1 rr r rr rr r rr rr r rr rr:� is r 11 rr 1 rr r1 r r1 rr r rr rr r Ilr rr r2� r Ir r 11 it r1 rrlf♦ __ :r r ■■ _ L ON CI i pill, - - ■■ MEMBER • : . ■■ . ■■ ■■ ■■ ii '■'■ ii No No No No No i No No No �o No No N0 on No Noon No No IN INNo No No ME No 1 1 T ■■ �� NoIN No No No No No No Elm J L J L ■I■ T ■■ No No �� Elm - �- ■■ ■■ No No ■ T No ■■ ■■ - - IN ■■ ■■ ■ - _ ■■ AL ■I■ -------------- � Un vr� 1 I k 1 1 I • 1 • ' • • 1 11 `11 - - 1 1 . • 11 I I \ � � � I II1 1 11111 11IIII I Sheet Notes: `►, ��—= \ \ a I I1 I 1I III 1 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH =� THE �\ \� I I III III MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE � EAN D o \ z r I I I I i I I m EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED N I I c^n CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE GROUP `\ o I I I IIII N CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED \ V A LL. I III C5 IMPROVEMENTS. v `v CD I II 11111 II cn \ \ \ I N S 11 IIIIIII I11111 m III 1 1111 I \ ` III 111111 1111 1 _ z iffinLH I I � I l II I�I 1111 II111 _ N N II 1 1 11 N N \ L I II 11 111 w1 IIII1 -0U1 � � C CO N�C I I III I I I I I m CCT_7 m m R/W R/W R/W R/W RAN R/W R/W 77 R CONNECT AND EXTEND EXISTING SANITARY SEWER SSMH 03 - _ _ - _ SSMH 01 GHP--- _ - - -OHP - - OHP _ OHP OHP - - BHP - - _ OHP OHP - -Ott'- - �AHP - - - - OHP OH _ JFP HP OHP - - -- -- - -FP - EP— - 326-LF OF 8-IN PVC AT 0.40%- EP EP - -EP- - - - EP - _EP EP 326-LF OF 8-IN PVC AT 0.40% �P EP E - �, EP d3 78-L 0 - 3 F 10-IN PVC AT 0.28% "SS 8°S 8"SS 8"SS 8"SS Slss- - -- 01- �- - �— - - — -- T - -I �_ - - - - -� - S - - - - I-- - 12" 1 0 �t19-_ a t 118 EF 2 W -- - - -ITT 116_ -- 12„W - - - - 115 1� 113 1 �ni 112 12„W ' 911_ 110 - 12"W 109 12"W 108 12„W 970-LF 12-IN C900 40 / - - EP 368-LF 12-IN C900 EX SSMH SSMH 02 S. Black Cat Rd 1 m 7° N CONNECT AND EXTEND m EXISTING WATER MAIN F� 2 ci n z Cn C." rQ Cn W co CT W W W M A W O N O N C� I 0 50' 100, Utility Concepts-S. Black Cat a Horizontal Scale: 1" = 50' CO) 2570 BLACKCAT RD: Sta. 108+00 - 120+00 2570 Z — HORIZONTAL SCALE: 1" = 50' cc VERTICAL SCALE: 1" = 5' ■� 2565 2565 Q 400 C\I v y co co co 00 2560 2560 CM3 Q a a _ Y z Q LU 2555 __ ____ 2555 Cn ——— —————— ———————————————————— ————— ———— Revisions 1� 1. 2550 2550 2545 2545 EXISTING 24-IN CMP V AT ROSENLOF DRAIN CROSSING 2540 2540 326-- - 8 - PVC AT 0.400/. --------- - NOT FOR 26-LF OF 8-IN PVC AT 0.40%° ' 2535 378-LF OF 10-IN PVC AT 0.28% 2535 SSMH 02 48-IN MH PER ISPWC SD-501 STA: 117+40.65, 4.00111 SSMH 01 RIM: 2554.30± 48-IN MH PER ISPWC SD-501 EX SSMH 4iR 2530 IE IN: 2536.15, 8-IN PVC (S) STA: 114+15.07, 4.00'R 48-IN MH PER ISPWC SD-501 2530 RIM: 2552.92± STA: 110+36.85, 3.811E CONSTRUCTION IE OUT: 2536.05, 8-IN PVC (N) IE IN: 2534.75, 8-IN PVC (W) RIM: 2553.46± IE IN: 2534.75, 8-IN PVC (S) IE IN: 2533.43, 10-IN PVC (S) Project No.: 121102 IE OUT: 2534.49, 10-IN PVC (N) 3 Date of Issuance: 09-03-2021 2525 2525 Project Milestone: 09-03-2021 C.fl O M U') r m CT O I� � m N O O I� N V N N c O m O O CS) N C70 I� C70 co O N N m a LC) LC) M Ln CT G.L7 N O CrJ C'rJ CrJ CrJ O CrJ O N O N O N " N � CrJ O C'rJ N CrJ LCj � ,l� � Ln � � � � � � � v � � LC) M LO fM LO LO LO fM LO LO LO GV LC) CV LC) CV LC) GV LC) C7 m C.`j LO C� Utility Concepts N N N N LO N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N S. Black Cat M 120+00 119+00 118+00 117+00 116+00 115+00 114+00 113+00 112+00 111+00 110+00 109+00 108+00 w E d �o C201 \\ Sheet Notes: `` ��_� 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH rj ��/'�� T HE _ \ \ MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE LAN D \ EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED . Ir 1 \ \\ o CONCEPTS AND FINAL ENGINEERING DESIGNS OFT TCONSTRUCTION PLANS. CHANGES SHOULD BE HE PROPOSEDPATED GROUP THESE . G 0 _ \ IMPROVEMENTS. - II \ N I \\ x O ICD �I o \I \\ \ T I N � \ Ll 1H I I M / I II II ro � Id H H H L \H tLtt L H ffl � \ — —_ C', = RAN— R R/W RAN AN R/W R/W R/W R/W — � � OH OHP OHP OHP - OHP SSMH 04 SSMH 03 OHP03 LEi;� p p OHP OHP —OHP— G, OH OHP_ EP PCEP EP EP EP EP EP EP P EP EP �P--E �-�P— � E��� EP— EP — — —E��EP— , EP EP — — — €P- EP E �P EP— � � � �l — �I— - — °S S �� _ 8"S _7 �Ss � €�� _ 8"S _ 8_SS � _ = �� — — °SS - 132 131 130 129 / �8 a �SSMH 05 127 126 125 124� 123 — — — — 122 — -121 1 0 1 7' ' 'IAI i 9'IA/ �J)' i O11IAI u EP EP EP tr EP EP EP Ll EP EP EP 409-LF 12-IN C900 ' r`` 970-LF 12-IN C900 T` `� S� p���,k Cat R� t STUB WATER FOR FUTURE CONTINUATION BY OTHERS POTENTIAL FUTURE ROADWAY INTERSECTION a' — FROM EAST OF BLACK CAT i I i c N 0 j Utility Concepts-S. Black Cat 50' 100, Horizontal Scale: 1" = 50' y Z 2570 2570 BLACKCAT RD: Sta. 1211+00 - 132 00 � cc HORIZONTAL SCALE: 1" = 50' VERTICALSCALE' 1" _ `i' Q �■■� C\l 2565 2565 CJ y co 00 \\ 0 O C ~ CDQ - _ 2560 — 1 — __ —_ 2560 m - C � 2555 2555 Revisions 1. 2550 2550 2545 2545 5 326-LF OF 8-IN PVC AT 0.40% 2540 326-LF OF 8-IN PVC AT 0.40% SSMH 05 NOT FOR 48-IN MH PER ISPWC SD-501 STA: 127+17.40,4.00111 SSMH 04 2535 RIM:2561.01± 48-IN MH PER ISPWC SD-501 2535 STA: 123+91.82,4.00'R IE OUT: 2540.23, 8-IN PVC (N) SSMH 03 RIM: 2558.07± 48-IN MH PER ISPWC SD-501 Qo Qo IE IN: 2538.93, 8-IN PVC (S) STA: 120+66.24, 4.00'R IE OUT:2538.83,8-IN PVC (N) RIM: 2555.79± 5 IE IN: 2537.54, 8-IN PVC (S) CONSTRUCTION IE OUT: 2537.44, 8-IN PVC (N) 2530 Project No.: 121102 3 Date of Issuance: 09-03-2021 Project Milestone: 09-03-2021 2525 2525 Utility Concepts O O CO t` O 00 0) co c0 � O CO N D7 Lr" N 00 � M CO 00 I� V O V I� 6) m m I� m c0 6) L.C) c0 c0 m c0 D7 D7 (0 f� O f� c0 C+') f� m 0) X) N c0 f— O f-- Lf) S. Black Cat 00 c C o o a) 00 00 ti ti tiT co co � L co o o I CO CO CO CO CO CO CO LO LO Lf'7 Lf") LC) LC7 LC7 LC7 Lf7 Lf') L.n Lf") Lf') m 11 Ln L� Ln N LO N N N N N N NNN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N w E d 132+00 131+00 130+00 129+00 128+00 127+00 126+00 125+00 124+00 123+00 122+00 121+00 120+00 -- C202 if-o I ' Sheet Notes: �_= o 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH =j ����►� T H E o o MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE LAND o r m EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED . II a T z CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE N . GROUP :> 0-1 CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED N �IU_ IMPROVEMENTS. Eb z- � co co T LL co O z z¢ w PIPE �`00 w IE(S)12"CMP:2549.31 I O) F-: PIPE o o PIPE IE(N)12"CMP:2545.45' Q zo IE(S)12"CMP:2551.17' PIPE ^' M PIPE T„ — — T�� = I IE(W)24"CMP:2543.47' P—_ �( _—_—TBP= —�0�_�_ __ .? _____— —=_—�_0�_ — =T ___ —T9P— — fl� AP=-= oc ()�—— �$�— i ce — — = ==TBP_ SOP =—TDB=_ —— 8� (3P=_ — T��— — 4�_ 0� —_— —__ _ _ oc - - — ___— ___ _ _ _ _ _ _ _ _ _ _ _ _ _ = = = — __ — — - -_ - - _ — — cf,Ii — _ — _ �17 — — — _ J= = — — — — _— — _ — 1 Tom= —T - - i �� LC __ __—__= _ — — — _ _ — _ — _ _ _ _____ — — - _ — = _ — — — — — — — =�/w TOP— — — -T — — — / TAP —TOP _O��f SJ'�C 5 .d�� �OIT TOP T — —T$P_ — _-TO — --PIPE - E - -- _ -- - - - - - - -— _5 --- - --- --- - - -- - - ---IEN—fif,CP54$.47- - - -- - — it .08 -4-\LU�� 14 J LLL + T - - - -- - - - - \ � � - - 1010- — 114w 8"W LF 8 IN C900 8"W 8"W 8"W — — I I— — — — —8"� — I 8 W I— g W �W W i "W 8„W " Aft 81' R"SS50 8"SS 49 8"SS—48 8"SS T T t47 46 8 5272-LF OF 8-IN PVC AT 0.40/ 45'SS — 44 8 SS 43 / 8 SS400-LF OF BAN PVC AT 0.40°/8 SS — — —41 — — 8 SS o 278-LF OF 8-IN PVC AT 0.40% r 287-LF OF 8-IN PVC AT 0.40%, — — — — — _ °° — — — — — — ° /7 — 40 39 SSMH 08 I I SSMH 07 o SSMH 06 / / o w / SSMH 01 C) w LU z / � i � I III;z= _ �II ,IIrT� 30' PROPOSED EASEMENT 0 / CD 0-0 _ CD CD MI / 0OO� C)II II� CID r T r Cm i (D CN.2 M J_ N i � / � IM L O C) I w - - - - - / I 50' 100'Utilit ConceptsmNorth Driveway a Horizontal Scale: 1" = 50' y 2570 DRIVEWAY - NORTH: Sta. 39+00 - 51 +00 2570 Z — HORIZONTAL SCALE- 1" = 50' cc VERTICAL SCALE: 1" = 5' ■ANN 2565 2565 Q 400 C\I C:I - co co C00 � M o be O °' + + co2 2560 N J Lr) 2560CJQ o + W cf) N M N V O m J m J Y Z o CID w CD "' U Q � N Q m i m � w a w m 2555 2555 Cn 0.38% -2 00% Revisions 1� 2550 ———— -- ---- — 2550 ---- ------�--- ------ ———- --- ---- ------- ---- ------ — ----- ---- --- 2545 2545 2540 2540 287-LF OF 8-IN PVC AT 0.40% 272-LF OF 8-IN PVC AT 0.40% MH 08 400-LF OF 8-IN PVC AT 0.40% NOT FOR 48-IN MH PER ISPWC SD-501 SSMH 07 2535 STA:49+63.44, 6.001 2535 RIM: 2550.09± 48-IN MH PER ISPWC SD-501 SSMH 06 STA:46+76.10, 6.00'L 48-IN MH PER ISPWC SD-501 IE IN: 2538.89, 8-IN PVC (W) RIM: 2550.58± STA: 44+04.01, 6.00L SSMH 01 Oo 00 IE O : 253 9, , 8 PVC C ( IE IN: 2537.64, 8-IN PVC (W) RIM: 2553.18± 48-IN MH PER ISPWC SD-501 IE OUT: 2538.79, 8-IN PVC (E) 2530 IE OUT: 2537.54, 8-IN PVC (E) IE IN: 2536.45, 8-IN PVC (W) STA:40+04.01, 6.00'L 2530 IE OUT: 2536.35, 8-IN PVC (E) RIM: 2552.92± IE IN: 2534.75, 8-IN PVC (W) CONSTRUCTION IE IN: 2534.75, 8-IN PVC (S) IE OUT: 2534.49, 10-IN PVC (N) Project No.: 121102 3 Date of Issuance: 09-03-2021 2525 2525 Project Milestone: 09-03-2021 N � O � O a0 a0 O a0 � O O r M N � r M r O r M Cl? O LfJ M ti O O O r` r M V O I� O O O 00 Cl) 00 Cl) Lo 00 N 00 N LO 00 r 00 r 00 O 00 O 6� V O M m 00 � Cl) m r m O O O co O N O O O O O O O O O O O O N N M M N N CV N N N M M Utility Concepts o N N N N N N N N N N N N N N N N N N LO N N N N N N N N N N N N N N N N N N N N N N N N N N N N North Driveway M 51+00 50+00 49+00 48+00 47+00 46+00 45+00 44+00 43+00 42+00 41+00 40+00 39+00 w E d �o C211 N ; Sheet Notes: tl% WATER MAIN EXTENDS TO FRANKLIN RD. 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH �� W_ T H E SEE SHEET C100 MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE LAND C) EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED . C-DT CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE . G R O U P N CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED ,i IMPROVEMENTS. J I z w CV Q LU I I LU Cn W 30'PROPOSED LU w EASEMENT - r PIPE o IE(S)12"CMP:2545.78' Q zo PIPE I PIPE ITC3 IE(S)12"CMP:2543.08' IE(N)12"CMP:2543.49' --f--X X X X X X X X X — — X X X—=�L — — �� - - - - - - Jz—� =_ pP —_— _SOP Q� — i P= —TO = TAP QP — � —_T — JOP — 01� - — TAP— — ——mP— ___�O___�_— _��__��__ —TQf— — =_=— _— -- - - - __— - - _ _ _ — V-_—_ --_ — --_ _ _ = —__ — _ - - - - - - - - -_ — — — _=_==--_— __- - �„�—�_ __ ____ _ ________ __ ___� - - - - _=i —_ _- - ___ - -- - — __ = —_ - - _ __ ===---- - _____ __________— — — L=- - —__ - - - - - - - - - - - - - - - - - - -- - - = - - IPE====__- - - - _ - - -______- - - - _ - - - -______________— ____ - - — __ __ _==_=== __— - -= — - - - — - - ___=___ - - __ __ - - _ __ ___= _= -- - -- - — ------ - - - - - - —_____________ =__ _- - r TO TOP�=To p= _ — TOE= — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ — — _ �QP — Tt3� 01� _ —TOPS= TOP— — TQ� — —� —T$P —TOP — —TOP— TOP SOP —T@�— — T� _T01� ? — - - --- - --- - ---- !—— - -�� — --- - ---a - - -- - -===_ — PIPE --- ----\\-- F f F� 1:4 1 660-LF 12-IN C900 IE N) 2" —— — — — 1010 LF 8-IN C900 / 1010-LF - 12"W 4- 11 12"W 12"W 12"W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 63 8"SS 62 R"o S—61 60 8 SS o 59 8"SS 58 8 y 57 B S 56 55—8"SS 54 8"SS o 53'0 —— F—S I— _243-LF OF 8-IN PVC AT 0.40% 262-LF OF 8-IN PVC AT 0.40%_ — — — — — — -243-LF OF 8-IN PVC AT 0.40%- —— — - - .297-LFOF8-INPVCAT0.41% — — _278-LF OF 8-IN I MH 13 SSMH 12 I t t SSMH 11 / t r r r rt SSMH 10 SSMH 09 / o w / LL�L / o w i / a Cn w oo / aoZ75 i o / N N 60 / / W / r � � � 0 50' 100' Utility ConceptsmNorth Drivewaya \� Horizontal Scale: 1" = 50' y 2570 2570 DRIVEWAY - NORTH: Sta. 51 +00 - 63+00 Z _ HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' ■� 2565 2565 Q ANN 400 N v y co 00 2560 2560 CE) Q o a _ Y z Q J LU OD � 2555 2555 Q U) 2i Revisions A 1. 2550 r2550 2545 243-LF OF 8-IN PVC 0.40%AT 2545 262-LF OF 8-IN PVC AT 0.40% SSMH 13 243-LF OF 8-IN PVC AT 0.40% 48-IN MH PER ISPWC SD-501 SSMH 12 297-LF OF 8-IN PVC AT 0.40% 2540 STA: 62+86.09, 6.00'L 48-IN MH PER ISPWC SD-501 SSMH 11 2540 RIM: 2551.42± STA: 60+43.44, 6.00'L IE OUT: 2544.58, 8-IN PVC (E) RIM: 2551.17± 48-IN MH PER ISPWC SD-501 SSMH 10 STA: 57+81.09, 6.00 L 48-IN MH PER ISPWC SD-501 IE IN: 2543.61, 8-IN PVC (W) RIM: 2550.91± STA: 55+38.43, 6.00'L SSMH 09 IE OUT: 2543.51, 8-IN PVC (E) IE IN: 2542.46, 8-IN PVC (W) RIM: 2550.67± 48-IN MH PER ISPWC SD-501 STA: 52+41.09, 6.00'L NOT FOR 2535 IE OUT: 2542.36, 8-IN PVC (E) IE IN: 2541.39, 8-IN PVC (W) RIM: 2550.37± 2535 IE OUT: 2541.29, 8-IN PVC (E) IE IN: 2540.10, 8-IN PVC (W) IE OUT: 2540.00, 8-IN PVC (E) OO o0 2530 2530 CONSTRUCTION Project No.: 121102 3 Date of Issuance: 09-03-2021 2525 2525 Project Milestone: 09-03-2021 t r � o co o co U co o o o o 00 o X To C\JX o o CID U o 00 U o GO 'O '� M c M c N c N c T c T c O � O 6 O 6 O 0 CR r` � [\ ~ ti '� [\ O [\ O "? ti LCJ .6 .6 M a O O O O O O O O O O O O ULI-DO LO LO � � � Utility Concepts M c, LO L, LO �, X) �, � �, X) �, � �, X) �, LO �, LO �, LO �, LO �, LO c, X) c, O c, X) ,\, O � � c, LO � � ,DLO � LO CQ � � O " X � O N N N GV N N N GV N N N GV N N N GV N N N GV N N N GV N N N GV N N N GV N N N N N N N N N N N N N N N N N N North Driveway w d 63+00 62+00 61+00 60+00 59+00 58+00 57+00 56+00 55+00 54+00 53+00 52+00 51+00 E 212�o -o � 70I \ � � I �I�ii i III I ' II I • \ I I II III Sheet Notes. N \ \ \\ \ I I I IIII II II III III =; '�=- TH E o \ \ \ \ I III 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH r� \ \ \ \\ I IIIIII IIII IIII MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE WE D \ \ \ \ III IIIII IIIII III EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED \ \ I III 01" I CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE • I CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED ' GROUP z00 \\ \ \\ \\ III 11I1II 1I I1 \ CLN N \ \\ \ \ \ I I17° IMPROVEMENTS. CD \ \ \ \ II IIIIII II IIII I � \ \\ \\ I I II IIIIIII IIII III IIII \ 1 N I z \ \ \\ I00 \� IIII II III II� N \ \ �� I III IIII IIII 1\ \\ \\ \ \\ I IIII IIII IIIII III IIII \ \ 1 \ \ \ Q \III IIIIIIII IIIIII I \ AME \ \ __ \ I I -I1 1 > z I� IIIIII IIII 03SodOdd,09 v 1 �\ \ z ClS IIII 1 IIIII III I1 I CD ^' \ \ \ 4SSMH ° a l III I I I I \ \ \ \ \ \ o l IIIII 11 1 11--' \ \ TI I IIIIII � I\I III IIII Illllil I \ N \ \ \ o I I �I IIII IIIII IIII '� I MH 15 SSMH 14 I 1SSMH 16 a SS-- - -- oB_ I IIIIIII IIII - -- - - 317-LFOF8-IN PVC AT0.40%- - - - - - - - - - -- - - - - - - - - - - - -317LFOF8INPVCAT0.40%— - - - - - - - - - -- - - - - - -317LFOF8INPVCAT0.40% 11 S " '4 � �y a n C 1 11 11 Mli8—12 M„8 11 E10 8"W 9 950 LF 8 IN C900 8u1�1 _8 8"W 7 8"W 6 8"W 5 8"W 4 J B W \950 LF 8 IN C900 B W 2_8'V� 1 I 1 - - - - -- - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - �- - - � II \ 1111I� N � \ \ � NCD � \ II � 111 IIIII � � \ \ � � III I III II1111 \\ \\ o I CD - I I 1111 11 IIIIII \ \ v A � I I I � IIII II I111 I o �v � 00 II 1I IIII Q N V � \ \ O I1 �111 I IIIII I IIII 1 I z \ \ > 1111111111 IIII I o \ \ - \ \ \ I I III IIIII1111111I1111 \\ \ \ o� IIII �11111I111 1111 N \ \ \ I I� ZA N0 \\ \ \ \ NI IIII 11111111I111111111FI 00 I11 1111 I I SSMH \\ \\ \\ \\ I I11I II IIII \ \ \ I � \ � I III \ \ \ \ III 11111j11111 iIII, I�IIII I UtilityConceptsmBiftC & D0 50' 100, Horizontal Scale: 1" = 50, y 2570 SSWR - BUG C&D: Sta. -0+50 - 1 +50 2570 Z — HORIZONTAL SCALE 1" 50' VERTICAL SCALE 1" _ ■� 2565 2565 Q 400 C\l CJ y M co be mo 0 O � 2 2560 = 2560 CO3 _ < o ANN � Q ANN Q o J ow LU 2555 ———— —____ v = 2555 C __ —— y Revisions 1� 2550 — ——_ ___ I 2550 1 � 2545 2545 I 1 � II 317-LF OF 8-IN PVC AT 0.40% 1.' 317-LF OF 8-IN PVC AT 0.40% 9 SSMH 16 1 2540 48-IN MH PER ISPWC SD-501 2540 SSMH 15 317-LIF OF 8-IN PVC AT 0.4U% I STA: 10+80.24, 0.00' RIM: 2551.20± 48-IN MH PER ISPWC SD-501 STA: 7+62.90, 0.00' SSMH 14 48 IN MH PER ISPWC SD 501 SSMH 08 NOT FOR IE IN: 2543.00, 8-IN PVC (W) RIM: 2550.99± STA: 4+45.56, 0.00' IE IN: 2543.00, 8-IN PVC (E) 48-IN MH PER ISPWC SD-501 2535 2535 IE OUT: 2542.90, 8-IN PVC (N) IE O : 25413, 8-1 8 PVC C ( RIM: 2550.40± IE OUT: 2541.53, 8-IN PVC (N) STA: 1+28.22, 0.00' IE IN: 2540.26, 8-IN PVC (S) RIM: 2550.09± IE OUT: 2540.16, 8-IN PVC (N) IE IN: 2538.89, 8-IN PVC (W) IE IN: 2538.89, 8-IN PVC (S) Qo Qo IE OUT: 2538.79, 8-IN PVC (E) 2530 2530 CONSTRUCTION Project No.: 121102 3 Date of Issuance: 09-03-2021 2525 2525 Project Milestone: 09 03 2021 r ~ lf7 O r ti r` r _ CO � O C+'J O r ~ CO O O O C+'J O r O W O Lf7 O C+"J O I� N N r N CO Cl)00 Lf7 I� LfJ Lf� N M co M CO N N N T N N r cc� r ~ r cc� c O LC) O O M O N 6) T 6) O 6) O CO O Lf7 LO L � LON LO � T � T LO � T _0T _0T _06 � � � � � CD � � � � � � � � � � � � � � � � � � Utility Concepts M � � � LO � � � LOL, LOLn LnL � Ln _0Ln _0L, _0 � � � � Ln 11LO LO � � � � � � � � � � � � � _0 � � N N LO N N N N �fJ N N �fJ N �fJ N N N � N � N � N � N N N N � N �fJ N ICJ N ICJ N ICJ N N o N N N N N N N N N N N N N N N N N N N N N N Bldg C & D M Ed 12+50 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -0+50 w �o if-o 1g 221 / \ \ Sheet Notes. �� � _= / \ \ \ pNP Ln • THE 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH rn \ / / z� \ MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE - - - - L AND N EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED i 04 �� \ CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE GROUP 2= / „�\F\FZ \ \ CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED \ / 1p V A CCU IMPROVEMENTS. 0 / \ \ \ 12\N 12WV Q� o ---------------- i 19 �� \" $"°° SSMH 17 — --- 160-LF A� g„S,S 40°I° ---- R�\N OF 8-IN PVC AT�y� i IN PVC FT c0 R/W 40% OS2211FOF$- y EMI SSMH 18 2.�F�?. ❑� n 2\Np90p 12W 21 f i rgS _fU0 SSMH 16 2q Ftlw 3o- 12'w87Np�CgT F12\NG9pp �� 010 0 110% 0. r \ \ S RIW 12'w y — --R/W 12"W — 12 y SSMH 19 4 IH 20 \— — 13 \ RAN \ Ncr- CO -- - - �o _ - - \ \ \ \ M \ \ x \ \ Utility Concepts-Collector 0 50' 100' � a / Horizontal Scale: 1" = 50' y 0 2570 O 2570 Z COLLECTOR - SOUTH: Seta. 9+00 - ;23+00 + + o _ HORIZONTAL SCALE: 1" = 50' O () N VERTICAL SCALE: 1" _ `i' m N (D w ■� C3 Lu ANN 2565 2565 Q 400 N v y Zo Z 00 o _2 pp% O 2560 o O 2560 Q a N o U �00 w _ _—__�---- --- IMEN J -0.94% LU 2555 ____ ____ 2555 ------- ———— —————— o O Revisions 1� o CO + N O 00 W + w CL 1. + U-) 2550 CD -LiJ � 2550 � M w a- L6 U, + LO � N r 2545 —- if VN—- - M --- ' 243-LF OF 8-IN PVC AT 0.40% � � 160-LF_0_F_8_-IN PVC AT 0.40% 2545 268-LF OF 8-IN PVC AT 0.40% ' 221-LF OF 8-IN PVC AT 0.40% SSMH 19 N O SSMH 18 48-IN MH PER ISPWC SD-501 w a SSMH 17 48-IN MH PER ISPWC SD-501 STA: 14+31.94, 8.091L 2540 SSMH 16 48-IN MH PER ISPWC SD-501 STA: 16+73.95, 6.001L RIM: 2556.19± 2540 48-IN MH PER ISPWC SD-501 STA: 18+38.14, 6.00'L RIM: 2553.95± IE IN: 2545.80, 8-IN PVC (S) STA: 20+61.41, 0.30'L RIM: 2552.41± IE IN: 2544.73, 8-IN PVC (SE) IE OUT: 2545.70, 8-IN PVC (NW) RIM: 2551.20± IE IN: 2543.98, 8-IN PVC (SE) IE OUT: 2544.63, 8-IN PVC (NW) IE IN: 2543.00, 8-IN PVC (W) IE OUT: 2543.88, 8-IN PVC (W) IE IN: 2543.00, 8-IN PVC (E) NOT FOR 2535 IE OUT: 2542.90, 8-IN PVC (N) 2535 0 0 2530 2530 CONSTRUCTION Project No.: 121102 3 Date of Issuance: 09-03-2021 2525 2525 Project Milestone: 09 03 2021 O CY) O O r` O Lf> M N r O O LC) O 0) O C4 00 Cl) Cl) O 00 ~ N ti N ti co r Cl) cc O r ~ LC) � O LC) O O O O (4 Q CV O 00 CO T l!") M O T O N CV 00 M M 00 Cl) r_ L . N Ln ti C.o . C.fl a0 O D. Lf) O O O O LO N Lf> Lf> Lf) Lf> Lf> U-) Lf) Lf> LO N LO N LC) M LC) M LC) LC) LC) Ln LC> LO LO 6 co O LO O LO LO Lf) W Lf) O LC) O L() O CO O CO Utility Concepts Lf') N Lf') N L17 N 11 N Lf') N Lf') N L17 N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Lf') N Ln N N Ln N N Lf) N N Lf) N C, N LC) Lf) Lf) LO Lf) LO LO LO Lf) Ln LO LC) Lf') LC) LC> LC) Lf) LO LO LO LO LC) LC> Lf) LC) LC) CO N N Lf') N N N Lf') N Lf') N Lf') N Lf') N LC) N Lo N LC) N LO N LO N LO N LO N LO N Lo N LO N LO N 11") N LO LO N Lo N LO N Lo N LO N LO N Lf') Collector M 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 w E d �o 231 ISheet Notes: 9!tl / 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH ����� T H E =j MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE � LAND EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED ' GROUP IMPROVEMENTS. FT—T] JT i TFMT= o � � o � � TIM o - - - � o N o o — � — _ Cforc R/W R/W R/W R/W - RNu - - - - - - - yQfle-ctof- Rd- / / R/W R/W R/W - 548-LF 12-IN C900 -- - R/W R/W 12 12"W -- - 12"W 12 W 70 12"W 12„W 509-LF 12-IN C900 - - R/W R/W- -I I _+ - 12"W 35 34 8'S"� - - - --L - + — I 12 W 2"W 12"W 12 W 558-LF 12-IN C900 8"SS -32 8 SS I - 12"W '266-LF OF 8-IN PVC AT 0.40% 31 �� �30�8"SS SSMH 24 260-LF OF 8-IN PVC AT 0.40% 29 28 27 S 8"S$ - - - - - SSMH 23 250-LF OF 8-IN PVC AT 0.40% 26 - 25—8 SS 8"SS - - - - - - - - - R/W R/W R/W SSMH 22 290-LF OF 8-IN PVC AT 0.40% 24 23 - � R R/W R/W SSMH 21 268-LF OF 8-IN R/W R/W R/W R/W SSMH 20 R/W R/W R/W _ _ MTFUTTTTFFRtr— I �__ 80 I I'I I I r___ — — - - - L"E) ---U I I I I I I _ffl1tmtt [t [ [IlIfftl ILI I I I I K� Ir0"6iR \ \ — I , co PTT T7T= T_ \ co N - --- --- ---- YConceptsmColUtilit lector 50, 100, a Horizontal Scale: 1" = 50' y 0 2570 COLLECTOR - SOUTH: Sta. 23+00 - 35+00 2570 Z — HORIZONTAL SCALE: 1" = 50' cc VERTICAL SCALE: 1" = 5' ■� 2565 2565 Q 400 N v y co co co 00 2560 2560 Q a a _ Y z Q w 2555 2555 Cn ————— ———— ————T — —— —————————————————— —————————————————————————— ——— ————— ———— ———— ————— ———— Revisions 1� 1. 2550 2550 266-LF OF 8-IN PVC AT 0.40% - - - - - - - ------ 260-LF OF 8-IN PVC_C AT- - _ -- 250-LF OF 8-IN PVC AT 0.40% SSMH 24 _ 48-IN MH PER ISPWC SD-501 2545 STA:33+94.72, 6.00'L SSMH 23 290-LF OF 8-IN PV_C_AT 0._4- 2545 RIM: 2555.66± 48-IN MH PER ISPWC SD-501 SSMH 22 STA: 31+28.85, 6.00 L 48-IN MH PER ISPWC SD-501 IE OUT: 2548.73, 8-IN PVC (E) RIM: 2554.75± SSMH 21 STA: 28+69.09, 6.00 L 48-IN MH PER ISPWC SD-501 IE IN: 2547.67, 8-IN PVC (W) RIM: 2553.86± STA: 26+19.59, 6.001E SSMH 20 2540 IE OUT: 2547.57, 8-IN PVC (E) IE IN: 2546.53, 8-IN PVC (W) RIM: 2553.00± 48-IN MH PER ISPWC SD-501 2540 IE OUT: 2546.43, 8-IN PVC (E) IE IN: 2545.43, 8-IN PVC (W) STA: 23+29.37, 6.001L IE OUT: 2545.33, 8-IN PVC (E) RIM: 2552.01± IE IN: 2544.17, 8-IN PVC (W) IE OUT: 2544.07, 8-IN PVC (E) NOT FOR 2535 2535 0 0 2530 2530 CONSTRUCTION Project No.: 121102 3 Date of Issuance: 09-03-2021 2525 2525 Project Milestone: 09 03 2021 C.fl r` O M C4 C.fl O T N r` N O N M N C4 N O M LO r` O M M O C4 O O r N M r` O M N N O N M N N N N N N O N ~ N O N N N N O N O N ~ N cyi N N N N O M co r` L!') M M N O X, � U � X � X � X � X � U, LO X � X � X � X � X � X � LOLO X � U, � X � X � X � X) �, � X � X � X � U, U Utility Concepts LO o N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Collector M 35+00 34+00 33+00 32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 w E d �o C232