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CC - Utility Concept Sheet Notes: _„ �r � -4 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH j W— THE MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE ZiiLAND #16 EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED . CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE ±410-LF 12 IN WATER MAIN CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED ' GROUP i CONNECT AND EXTEND v • IMPROVEMENTS. EXISTING 12-IN WATER MAIN ! �- W. Franklin Rd. - , - - - W. Franklin Rd. a � _ •.I IN I II II II II IA INI •� I Irl •{ II - 1 1 II - �.. p I ITI II II � II I I SHOEMAKER CONNECT AND EXTEND l i PROPERTIES, L L C APN: S1216120735 EXISTING 12-IN SEWER MAIN I CONNECT AND EXTEND EXISTING 12-IN WATER MAIN ICI 11 MR) IT I Ro enlof Drain (NMID) — — ujiww -uu -uu�ruuu�lrwu�j a ili�uwizr�uii�u � -}uuiu�u --- --i - uu�ui2uwujui�u-uwlu�ui -- - aril-rltrlmlrritl�mlrt�mmtttitrlmmjrr _--�% mi�rim mmrM-rrr --;mmi mi Cirri - m-rrt rrimmr , r--min-ritt� r�i-ri~ilrl ---- `II �L _ - NORTH DRIVEWAY I 5 K1 SHEETS C211 & C212i �N K2 J K�-3 1T ±925-LF 12-IN WATER MAIN - BUILDING D & E �K 1 -- Q I UTILITY CORRIDOR SEE SHEET C221 i I � M I � J43h4� cc EE - K ■� 00 N S. BLACK CAT RD � � I = SEE SHEETS C201 & C202 _ K600 co CJ I I f �uITlllilruTiIIITITITTIIRfTUTu TTiIf11T1TTII1Tlllllulllllliullll , I I I IJ rTl I f T1TI 1TI I l i l uTT l l i1Tl rl 11 I I I I l�Tl I I I I I-_' I I 5 � � 1--- M Z �� I I � �I llll111J u1ll I LJ _111 I u I Lu I I u lull l l 11f'� I � I 'I _ � �-'= I � � Q _ I I _ I � U o uuuuu_w_uuuui�luuiii�u�iuiiLruliiu�uuiu��uiiii I I I J cc C Q =1 I COLLECTOR RD i , I K� IEEE Q o [SEE SHEETS C231 & C232 I m LU U) LE F H I I Revisions 1� I 1 STUB FOR FUTURE EXTENSION J30 , I�IIII rlllrrllllllllll rl�rlll rll�rrll _ 33900S _- ,iuuil�uill_u_r�lllll�liill�ll� rlrr — � IUl_I1.LL11 rl -- - IfIL(IIIII��Ll1ulllufJl '�Illlrrrrrr nliiui r�fT7-1 Inrr - . � uuiillluuiil�l��a � •'1111111rI�r1Ir1r111T '17111II111(ITjlllrl Ll l u l l 11(1- n rrrrr NOT FOR Interstate 184 0 0 r \ ------------------- _ CONSTRUCTION r 3 - Project No.: 121102 2 Date of Issuance: 07-27-2022 T Project Milestone: 07-27-2022 5 Utility Concepts Site Overview oN Utility pConce is-Site Overview 2° 4° Horizontal Scale: 1" = 200' C1 �� �� � � I I' i�' i I� I III ' ' III I • ICI Sheet Notes. "' I II, IIII IIII I IIII IIII I 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH j THE MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE LAND Ii L EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED N CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE • _ I I IIII ( I I I I I IIII I I I I CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED ' GROUP I I I I IIII III , Fr IMPROVEMENTS. III III I co Cn Cn I LL-E (��Zv I I III III I I� �j IIII I,jl _ I I , I�, IIII I III IIII 11IAI II CD - ��z I 11 / Ili R/ — , wu— CONNIM AND EX I END R/W :Er IIIII III 9 ISTI " ISMH 03 - _ _ - _ SSMH 01 @HP-VIISS - OHP- - - - OHP OHP OHP-- - - _OHP- - - - OHP - - - _ OHP - - (1FIP- - - OHP OHT - _ JI P HP OHP _ - - -- -- - - - - - - - - - _ _ - - - - - - - -- -- -- -- 195 EF 96� EP EP 197- EP -EP - - - 198 EP EP -199EP -EP- - 200 � EP 2 EP EP 202d3 -EP- 203 204 - - -- -- 205 06 07 - 8"SS 8"SS - 8"S _8 _ __ - - - 1;,"OS _ - - - +SS O l -2 2 rW _ _ - - - - - �' _ _ - - - - 12"W_ - - -- 12W - W - 12W - 12W 12W° 19°IAl n u u u —1 90-LF 12-IN C900 - - - - - - - - _ - - - - _ - - - - - - - -40 _- - - 368-LF 12-IN C900 -- -- -\-- SSMH 02 \ EX SSMH CONNEC D EXTEND 1W R/W R/W R/W R/W R/W R/W R/W / R/W RNV w EXISTING WATER MAIN R/W R/W w c-o A N Cl) N O N C� I 0 50' 100, Utility Concepts-S. Black Cat fl, a Horizontal Scale: 1" = 50' CO) 2570 BLACKCAT RD: Sta. 195+10 - 207+00 2570 Z — HORIZONTAL SCALE: 1" = 50' cc VERTICAL SCALE: 1" = 5' PENN ■� 2565 2565 Q mw C\I v y co 00 2560 2560 CM3 Q a a _ Y z Q w 2555 2555 Cn ----- --- ----- ----�----- -- --_— --- Revisions 1� 1. 2550 2550 2545 A 2545 EXISTING 24-IN CMP AT ROSENLOF DRAIN CROSSING 2540 2540 326-LF OF 8-IN PVC AT 0.40% NOT FOR - 26-LF OF 8-IN PVC Al 0.40% 2535 378-LF OF 10-IN PVC AT 0.28% 2535 SSMH 02 48-IN MH PER ISPWC SD-501 STA: 197+81.64,4.0011- SSMH 01 RIM: 2554.30± 48-IN MH PER ISPWC SD-501 Oo 00 EX SSMH 2530 IE IN: 2536.15, 8-IN PVC (S) STA: 201+07.23, 4.001E 2530 48-IN MH PER ISPWC SD-501 RIM: 2552.92± STA: 204+85.44, 3.79'R 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) IE OUT: 2534.49, 10-IN PVC (N) Project No.: 121102 3 Date of Issuance: 07-27-2022 2525 2525 Project Milestone: 07-27-2022 O N N N O O M M LO Cl) co O r N M U-) L co r` r O O O O O O Ln M co r` O r M M � I-R co Lf> � Lf. N Lf. O . ~ � � � Cl) � T M M M U-) M N Cl) O M O M O N M N � N co N O M T M Cl) U'� � U'� X U-J X U') � C+'M LC� C+') � C+') Lo C+') � C+') � CV � CV � CV � CV LO N U') (+'j C+'j Utility Concepts L L L LLO N LO 11") N N 11") N N N 11") N N 11") N 11") 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 195+10 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 C201 _ - Sheet Notes: �•►.— \ -� ���-- THE o I I I II I1� 1 \ \ 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH / Few] I I Il`� II °d \ MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE LAND I \ I \ EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED —/ I I ' I r �� � m\ v � �- o '° � \ \ N CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE II FLEXIE;U I L I NG I I \ _ CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED ' GR OUP I IMPROVEMENTS. O - - \ IV I I I vl I I I \ \ X I M/d 03SOdOHd,S'95 I I-- o/ / I m w \ m / EG — X J3 X 3� j X X -E XG — _ \ - — _ - - _ � - — — — — — — — — — —g3 — � � -3 � J3 / G EG 03 ^' OH OH p // — 04 SS 0 � \S OHP � - - - � \� I I SSMH � na MH 3 —_ — — — — — ` �— P _ — — — T 0 P — OHP— — — — OHP — — — OHP mp-- —OHp -- OH � 0-H — OHP_ _ —DAP _ _ _ _ _ _ lll»,___ _= O�—� — — — 183\ 8 \ \ tr 185 \ 186 P 187'P 1$8— - P 189 E —FP —= 19�'� F� 1 Sim EP 192 — _ EP 193 EP —E� '__ 194 195 -- EP\ k Ca c) \ \ \ \ \ \ — \ �0 8"S 8"SS 8"SS S ��"Ss 8"SS —EP SS —I I m °�°� / / / SSMH 05�T / EP EP ';n:� _ — API „i ' _ i rn�n� — i o�l� — — 1FW - 12"W / -- — — — _ — _89-LF 12-IN C900 — — — — — — — — — — — — — — — — =� 1290-LF 12-IN C900 _ — — — — --- —1 90-LF 12-IN C900 - - - — - - - - - - - - SA ac"at Rd TOE R/W R/W R/W T R/W R/W R/W R/W R/W R/W R/W R/W - tC� S —� STUB WATER FOR FUTURE CONTINUATION BY OTHERS POTENTIAL FUTURE ROADWAY INTERSECTION rn FROM EAST OF BLACK CAT c2 N 0 j 0 Utility Concepts-S. Black Cat 50' 100' a Horizontal Scale: 1" = 50' y 0 Z _ 2570 BLACKCAT RD: Sta. 183+00 - 195+10 -4 2570 L � HORIZONTAL SCALE: 1" = 50' ANN VERTICAL SCALE- 1" = 5' Q �■■� C"i 2565 2565 < <■■� co 00 m O Q U 2560 ——— —__ 2560 Q Q Y z U __ — --_---- J � LU 2555 2555 Revisions 1� 1. 2550 2550 2545 2545 Z 2540 326-LF OF 8-IN PVC AT 0.40% 2540 SSMH 05 326_-LF OF 8-IN PVC AT 0.40% NOT FOR 48-IN MH PER ISPWC SD-501 STA: 188+04.90,4.001L SSMH 04 2535 RIM: 2561.01± 48-IN MH PER ISPWC SD-501 2535 r IE OUT: 2540.23, 8-IN PVC (N) STA: 191+30.48, 4.00'L SSMH 03 RIM: 2558.07± 48-IN MH PER ISPWC SD-501 OO o0 IE IN: 2538.93, 8-IN PVC (S) STA: 194+56.06,4.00'L IE OUT: 2538.83, 8-IN PVC (N) RIM: 2555.79± IE IN: 2537.54, 8-IN PVC (S) r CONSTRUCTION 2530 IE OUT: 2537.44, 8-IN PVC (N) 2530 le Project No.: 121102 3 Date of Issuance: 07-27-2022 Project Milestone: 07-27-2022 2525 2525 r Utility Concepts O O m 'T 'T ti 'T 'T ti O O) 00 CV In ti N �} N to Ln to to � Ln ti N N Ln O Ln t` M O to M 6) � N CT to GD Ln � CV _ GD to I� N N_ tD O tD N _ OR O I� m 6) co N O) I� S. Black Cat N Nm co ~ m m N N 00 00 00 ~ ~ 00 f` ti ti ti f` ti ti ti G� G� co G� co G� co G� co G� co Ln Ln Ln to to Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln to N E 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 € 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 1954M+-10 -- C202 ��o I Sheet Notes: 'N IIIII I I IIII I o 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH j � T H E II II � x I IIII I I IIII I m MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE z EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED LAND N I I I I I r CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE • IIII I I IIII I _J CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED ' G R OUP o N �M IMPROVEMENTS. I I z II II �i o w \ � _ - i � � LU ¢ iww � � < z h I ¢ o z o ¢ a TO -—= -_=T$ _ 8R-_—_"° ==_- ==__ _�_=IB_�_— --TAP=- _ @R _1J1 - oc-TAP-- �_-__ _ == @P=_ OLD=T1 - - _ __ _ 9P SDP _=TB = — OP CA F - - -_— __ _-- - _ _ - -EEO€ N lam\ — — - - - - -- —_=__ - - -_ _ --- -- - _ - - - - -- =_ — _ � - -_ __ - - - -___ __ — - - - - - - - - - - - - JILU =ZAP= TOO =SOP- _�0�- T$#�- - F� 0� �6P- fly- �0� TOP- _ _ �0 _ - - TOP - TOP- - - — TOP TOp -TIIP P —�0� TOP -TDp - -TOP Top - _TOr TO _ -- - - - - - - - - - --- - - - - - -- -- -- ---- - �� _ - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -__ — �—1-- __�- - - - - - - -------------____= - - - - -- � — � -- — —�I — =-- - _- - - - -- —� � ��i- - - - - - - - - - - — - - - - - — - - - —��-- - - - - - - - — - - - - - - - - - - t — w III - - — 00- - - / / - 690 LF 12IN C9 116- 1 2-IN C9�00 12 12W 12W 12W 12W 12W 12W 12W 12W 12, 1 � � -4 8' S 8 SS l II III I _ II III II 4I I 050)S 48 47 8SS 468SS 45BSS 44 8SS 43 8SS 42 8SS 41 o � �..� 39 - - - - - � zSSMH 08 o SSMH 06 � SSMH 01 ow = a ¢o w co N 30' PROPOSED EASEMENT cc I N CD SSMH 07 w I o lw I Pn Utility Concepts-North Driveway 5°' 1°°' I 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' ■� 2565 2565 Q 400 C\I CJ co 00 c CR o CDbem O °' + + coCD m 2 2560 N JLr) 2560 Q o + W cf) N M N V O m J m J Y Z o CID w CD '-'-' U Q � N Q m J m m a � w w 2555 2555 Cn 0.38% 2 p0% Revisions 1� 2550 _——— —— —— — 2550 2545 2545 2540 ------ 2540 --------- 378-LF OF 8-IN PVC AT 0.400/, 358-LF OF 8-IN PVC AT 0.40% 400-LF OF 8-IN PVC AT 0.40% NOT FOR 2535 SSMH 07 I 48-IN MH PER ISPWC SD-501 2535 STA:47+61.62, 6.00'L SSMH 06 RIM: 2549.89± 48-IN MH PER ISPWC SD-501 IE IN: 2537.98, 8-IN PVC (W) STA: 44+04.01, 6.00'L SSMH 01 00 IE IN: 2537.98, 8-IN PVC (S) RIM: 2553.18± 48-IN MH PER ISPWC SD-501 O 2530 IE OUT: 2537.88, 8-IN PVC (E) IE IN: 2536.45, 8-IN PVC (W) STA:40+04.01, 6.00'L IE OUT: 2536.35, 8-IN PVC (E) RIM: 2552.92± 5 4Oo 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: 07-27-2022 2525 2525 Project Milestone: 07-27-2022 A' N � O L O M M O M L O O r M N L 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)11') 00 N 00 C\J6 0 r 00 r 00 O 00 O 1LO LID � � O � V � O � M m M a) M m 5 � O) O � OLID � O co O N O � O O O O O O O O O W O O N � N M M ' N L N CV L N � N N M M Utility Concepts N N N N N N N LO N N LO N N LO N N LO 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 North Driveway 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 E C21 1 T ; Sheet Notes: = WATER MAIN EXTENDS TO FRANKLIN RD. 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH =j ����►� T H E SEE SHEET C100 MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE LAND m EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED . z CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE _� G R O U P N CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED J z IMPROVEMENTS. 4 UJ z w o W r I w w 30' PROPOSED I o EASEMENT I I a o z � C3 �X X X X X X X X X — X— I — X X----X�( —X— )X=X — — — — — _ _ _ T!l llTnLD �$F —1 Il T(��7 T(� Tl1Il —=J�yf— FL-/r— — LVYV� �•• �V1F-- �tlV JL� 1V1L LYV -µy— -VV— — — — — — _—_—_ _—— _—_— — — — — — — — Z12"W - -_� - - - - - TOP T TOP — — �0�= - 0� — OF — TOP - Tl —� - TO — TAP TOP -TOP SOP — fOP� TOE T0� �QP P=�--�0 TOp — — TOFF —�TflP---TOP — TGP — —fi0P 7�P�... TOP,-- - -- - - - - - - - - - - - - - - --- -- -- --- _ - = - - - - - - - - - - - - - - - - - - - _ _ - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - — - - - - -� -- - - - - - - - - - - - - - - -- - - - - -- - - - - - --- - - - - - - - - -- - --- - - - --- - - - -I — — — 12'W— 730-LF 12-IN C900 12"W — — — — — 12"W 12"W 12"W 12"W 12"W 12"W — — — — — — — —1146-LF 12-IN C900 12"W 12"W 12"W 12" I— — — — — — — 1 -4 1— — — — _ — — — 1 -4 1— — — — — — — �S 8 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 3"SS / 8' S — — — 63 62� 61 60 59 58 57 /56 55 54— 53— 52 1 �� - - - - - - - - - - - — - - - - - - - - - - - - - - - ���- -- - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - SSMH 12 SSMH 11 SSMH 10 SSMH 09 SSMH 08 LU d C / N / OO n 60 , M i i i / C.3 i I 50' 100'Utilit ConceptsmNorthDrivewaY a 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 _ LU Y z Q OD � 2555 2555 Q U Revisions 1� 1. 2550 2550 5 5 273-LF OF 8-IN PVC AT 0.60% 2545 297-LF OF 8-IN PVC AT 0.40% SSMH 12 �198=-LFOF8-IN PVC AT 0.40% 48-IN MH PER ISPWC SD-501 STA: 62+86.09, 6.0011- SSMH 11 378-LF OF 8-IN PVC AT 0.40% 2540 RIM: 2551.42± 48-IN MH PER ISPWC SD-501 2540 IE OUT: 2545.03, 8-IN PVC (E) STA: 60+13.44, 6.00'L SSMH 10 RIM: 2551.14± 48-IN MH PER ISPWC SD-501 SSMH 09 STA: 57+16.52, 6.00'L 48-IN MH PER ISPWC SD-501 IE IN: 2543.39, 8-IN PVC (W) RIM: 2550.85± STA: 55+18.43, 6.0011- SSMH 08 IE OUT: 2543.29, 8-IN PVC (E) RIM: 2550.65± 48-IN MH PER ISPWC SD-501 IE IN: 2542.10, 8-IN PVC (W) � NOT FOR 2535 IE OUT: 2542.00, 8-IN PVC (E) IE IN: 2541.21, 8-IN PVC (W) STA: 51+40.03, 6.0011- IE OUT: 2541.11, 8-IN PVC (E) RIM: 2550.27± IE IN: 2539.60, 8-IN PVC (W) IE OUT: 2539.50, 8-IN PVC (E) 4iE o0 2530 2530 CONSTRUCTION Project No.: 121102 3 Date of Issuance: 07-27-2022 2525 2525 Project Milestone: 07-27-2022 r Ln O Ln on Ln o LI) o Ln O Ln o Ln r o Ln o Ln o Ln o Ln o Ln LO co X) co Cl) co Cl) co M N M N Ch r r ` O O ~ O W OS O 00 00 N ti M r` CO LO Cq O LI? f M � O � N M O O O co co co co co co co co co O O O O ~IZI, O ~ O O ~ O ~ O O ~ O ~ O ~ O M O CA O Utility Concepts IZI,L!7 LO LO LO LO L17 L17 L17 L17 L17 LO LO L17 L17 U"i LO U") LO LO U") <!") Lf� Lf) LO L17 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 North Driveway E 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 C212 \ \\ \ I I,�1 IIIIIII;I IIll;ll Sheet Notes: 4 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH T H E r� WE�j°�� \ \ I I II IIII I I-II I_I -��-��iIIIIIII IIII IIlIII1IIII1IIIIIIIIIIIIIIII1IlIIIIIIII1IIIIIIIIIII1I�I1j1�IIIIII1II IIII II1 1 1I Il1lIII II 1 I II I1 IIII III IIII1II III IIII I I I I IIIIIII I�IIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIII II1IIIIIIIIIII1IIIIIIIIIIIIIII1IIIIII IIII1I1IIII IIIIII IIII�IIIIIII1IIII� IIIIII I IIII'IIIIIII I II II lI MUNICIPAL SANITA RY SEWER AND POTABLE WATER SERVICES CAN BE II M/H O3SOdOLd.bti EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT D ETAILE D • ' LAN D CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED GROUP IMPROVEMENTS. NCD �- \ M m 00 SSMH 13SSMH 15 SSMH 14 SSMH 07- — —— — — —— — — — — — — — — — — 81,86 2 $ OiCJ" 8" 10 8 7 Mil8 8 _ 8 811W AM 6 8,,W 5 811W 4 8"W 3_8"W 28"W 0 965-LF 8-IN C900— — — — — — — — — — ——— — — — — --- ——— — —— — — — — — — — — — — — — ——— — — — — — — — — — — Cn m m Cn - �M CD o\ Cn N � II � IIII Ir I111 \ 1 \ \ � I III IIIIII �IIII'll 40' NAMPA-MERIDIAN IRRIGATION DIST. EASEMENT SSMH MH 16 _ IIIII III Q I IIII I IIIII 1 111�1 A V 1 \ 10 0I III11111 IIIII Cn 1 /I I � Illll I I it i I i�i�.��A Utility Concepts-Bldg D & E 0 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 � Q LU LU 2555 —— —— ——___ _— = 2555 C" Revisions 1� _ I 2550 ———— _—__ / 2550 I I 1 2545 I I 2545 II 1 `I 331-LF OF 8-IN PVC AT 0.40% 317-LF OF 8-IN PVC AT 0.40% 2540 2540 SSMH 15 317-LF OF 8-IN PVC AT 0.40% 48-IN MH PER ISPWC SD-501 STA: 10+94.05, 0.15'R SSMH 14 RIM: 2552.32± 48-IN MH PER ISPWC SD-501 STA: 7+62.90, 0.00' SSMH 13 NOT FOR IE IN: 2542.14, 8-IN PVC (W) 48-IN MH PER ISPWC SD-501 SSMH 07 2535 RIM: 2551.60± STA: 4+45.56, 0.00' 2535 IE IN: 2542.14, 8-IN PVC (SE) IE OUT: 2542.04, 8-IN PVC (N) IE IN: 2540.72, 8-IN PVC (S) RIM: 2550.52± 48-IN MH PER ISPWC SD-501 IE OUT: 2540.62, 8-IN PVC (N) STA: 1+28.22, 0.00' IE IN: 2539.35, 8-IN PVC (S) RIM:2549.89± IE OUT: 2539.25, 8-IN PVC (N) IE IN:2537.98,8-IN PVC (W) Qo Qo IE IN:2537.98,8-IN PVC (S) 2530 IE OUT: 2537.88, 8-IN PVC (E) 2530 CONSTRUCTION Project No.: 121102 3 Date of Issuance: 07-27-2022 2525 2525 Project Milestone: 07-27-2022 V NC\J 00 L 00 NC'i L 00 C\JN LO 00 ~O C O co N D7 O LC O M I` N 00 6) COC'i f M CCZ) CJ OLr) W 6) Lr) C V CDCD O 6 O 6 00 CO Cl) Utility Concepts LO Ln n n LO L� L O O L, -0 Ln -n L, -n L, L) Ln -n L LO -0 Ln -n L, L�Lf N Lf N N N nN N L n L LLJ L L f f N NC\J C\J N N N C\JCQ C\J N N N C\J N N N Bldg D & E 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 N E C221 Sheet Notes •.� �.►.— \ � - THE d 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH IV �\ MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE � / \ � 9�Q • � � � �\ \ � EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED . LAND CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED ' GROUP o IMPROVEMENTS. \ / w \\ v �� \ 3p QR \tar- W E \ y ° - ' i L=93.50 ` � i Cod .Q / % A� 18 'e00r R r2„ �\ o l o / i � 12�w SSMH15 SSMH16 _ \SSMH 2 �-o \ / \ �, \ � � _ _ EP 12"WL=255.77' 12"W_— R=411.00' SSMH 17 14 � — �� 13 el -o - 1 w UJ \ cp \ �/ N - QC\ �� � / cn fn T — Q1 _ - - - - - - - \ \ Utility Concepts-Collector 5°' 1°°' � a / Horizontal Scale: 1" = 50' y C\ p 2570 co m COLLECTOR - SOUTH: Seta. 9+00 - ;23+00 + 0 2570 Z — HORIZONTAL SCALE: 1" = 50' + Q VERTICAL SCALE: 1" _ `i' a CD w ■� Cn N 2565 CD w 2565 Q mime N v y Zo Z 00 2560 s 2560 Q a Ng ----------------------- ---- ----�� Y Q m N �} J 0 CD -- --- 2555 ---- -- -----LU -0.94% op oC m a w ____ 2555 C" ---- - ---- — ---- o O Revisions 1� + _ N N CD rn CIO w a 1. co 00 C+ 2550 co J - 2550 C' LL a m Ln L6 I- L, + LO CV r J + LU a 2545 CON 55 � 'T -------- + 1 243-LF OF 8-IN PVC AT 0.40% 359-LF OF 8-IN PVC AT 0.40% C\J j$1\LF OF 8-IN PVC AT 0.40% - SSMH 18 w a SSMH 17 2540 48-IN MH PER ISPWC SD-501 SSMH 16 48-IN MH PER ISPWC SD-501 STA: 51+20.90, 971.8311- SSMH 15 48-IN MH PER ISPWC SD-501 STA: 14+33.67, 8.0911- 2540 RIM: 2551.40± 48-IN MH PER ISPWC SD-501 STA: 16+75.68, 6.001L RIM: 2556.19± IE IN: 2543.68, 8 IN PVC (W) STA: 18+60.23, 0.931L RIM: 2553.95± IE IN: 2544.04, 8-IN PVC (S) RIM: 2552.32± IE IN: 2542.96, 8-IN PVC SE IE OUT: 2543.94, 8-IN PVC (NW) IE OUT: 2543.58, 8-IN PVC (E) ( )IE IN: 2542.14, 8-IN PVC (W) IE OUT: 2542.86, 8-IN PVC (NW) NOT FOR 2535 IE IN: 2542.14, 8-IN PVC (SE) 2535 IE OUT: 2542.04, 8-IN PVC (N) OO o0 2530 2530 CONSTRUCTION Project No.: 121102 3 Date of Issuance: 07-27-2022 2525 2525 Project Milestone: 07-27-2022 5 O N O LC) 00 Lf') M N r— O N Lf') m O CO M O O r` 00 co N 00 67 co O C\Jr M N O C\Jti r` r O N CD r m O O O Cl) LO O O O O m RE N oo O T co r O T �_ O N N M cyi L6 LO Lc-) c.6 CO f` 00 C6 00 06 6) 6) 6) O Lf'> Lf) Lf) Cf-) Lf) Lf) Lf'> Cf-) LNC) LNf) LO LO LO LO LUC) LUC) U') LOC) LOC) LO LO LO X) X) LO() COO CO Lf") Lf") Lf") L(� Lf") LO U') L(� Lf) U') Lf) Lf) LO LO LO LO U') Lf) Lf) Lf) U') Lf) L0 L0 LC) L0 C, LC) LC) L, LO m Lf) LC) LC) m LC) LID LO LO Lf') Lf) LC) Lf') LC) LC) LO LO LO LO Lf') LC) LC) CO 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 � Utility Concepts 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 �E 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 y - C231 ,� - LL I I Q . THE \ I LAND \ y, LL N - - - GROUP I I I - - - - - - - - - - I - - - - - - - - - - - - - - - - - I - - - - - - - -- - - - - w - II I - - - --- --- --- --- III II T I ' LU l -- - --- -- -- -- -CL a - - -- -- -- --- --- LU I o o \ III - - - - - - o - - - - - - - - - - - - - - - - - -------- - - - CL 0- - -- - - - - - C)\ IL - - - -- - - - - - - - - - - - - - - \ II - - - - - - - - - - - - - - - - - - - - - - -- - - -- -- -- -- -- ---- — - - - 12"W 12"W „ 598-LF 12-IN C900 — _ - - - - - 1 "w 12"W 12"W 504-LF 12-IN C900 - - + _ 12"W 12"W 12"W 38 � DAA ,37 36 35 34 � B��SS-33--- — '— 8 SS— �— + Collector Rd 12 W 12��W 12��W 12"W 1 'W _ _ SSMH 22. 32 8 SS 31 8 SS30 �„�� —29 ;4��SSMH 28 8"SS27 81,SS 26 + I I- --I- - — --I-- — & — — — SSMH 21 253"SS24 - -- - - 2OK/VV 23 7:�:SSMH19. S — — — — — — — — — — — — — — — — — — 8° — — — — — — — — — — II _ r fi - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I \ — — — — — — — — — — — — — — �_ T-FFTFF--I ; Cn Cn w ro 11d U Imo_ I --- ���_ -i: I Utility ConceptsmCol lector 0 50' 100, Horizontal Scale: 1" = 50' y Sheet Notes: 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH 57 57 MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE COLLECTOR - SOUTH: Sta. 23+00 - 35+00 Z EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE HORIZONTAL SCALE: 1�� = 50' CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED VERTICAL SCALE: 1 II = 51 ■� IMPROVEMENTS. � ANN � N 2565 2565 v y co co 00 m CD 2560 2560 CM) Q a a _ Y z Q w 2555 2555 Cn --�-- ---- ----- ---- ---- -- — — — _-- ----- ———— ———— ————— — Revisions -----------------— 1� 1. 2550 2550 281-LF OF 8-IN PVC AT 0.60% 234-LF OF 8-IN PVC AT 040% --- — — — - -- -- - - - - --- ------- MH 22 ——— -- -- . 270-LF OF 8 PV-- C AT 0.40% 48-IN MH PER ISPWC SD-501 ------------- 2545 STA:33+62.06, 6.0011- SSMH 21 356-LF OF 8-IN PVC AT 0.40% 2545 SSMH 20 RIM: 2555.54± 48-IN MH PER ISPWC SD-501 IE OUT: 2549.11, 8-IN PVC (E) STA: 30+80.59, 6.00'L 48-IN MH PER ISPWC SD-501 RIM: 2554.58± STA: 28+46.69, 6.00'L 48-IN M IE IN: 2547.42, 8-IN PVC (W) RIM: 2553.78± STA: 5 PER ISPWC SD-501 STA: 25+76.32, 6.0011- 2540 IE OUT: 2547.32, 8-IN PVC (E) IE IN: 2546.38, 8-IN PVC (W) RIM: 2552.85± 2540 IE OUT: 2546.28, 8-IN PVC (E) IE IN: 2545.20, 8-IN PVC (W) IE OUT: 2545.10, 8-IN PVC (E) NOT FOR 2535 2535 0 0 2530 2530 CONSTRUCTION Project No.: 121102 3 Date of Issuance: 07-27-2022 2525 2525 Project Milestone: 07-27-2022 ti 6) N Lf> CD 00 r ti N Lf> c0 ti N LO co r r— N o m � � LL � L1") C N � N � N � N N" N a> co M M M co C. 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