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Public Utility Plan - Overland Wells II V1L P - overall utility F 2650 2645 2640 2635 2630 2625 2620 2615 �2 ' 7-7 X 3 / \ 22 EXISTING 8-IN PVC '� EXISTING MH A.5 I 48-IN MH PER ISPWC SD-501 STA: 10+00 I 10+00 RIM:2644.08± 1 IE IN: 2623.61, 18-IN PVC (S) 3 IE IN: 2624.34, 8-IN PVC (E) IE OUT: 2623.51, 18-IN PVC (N) I — —,— 31 3 r" STA: 10+41.86 /-RIM:2646.26± IE IN: 2624.65, 8-IN PVC (S) ® ® ® ® ® ® ® ® IE OUT: 2624.55, 8-IN PVC (W) El �19-LF OF 8-IN PVC AT 6.00% f2 3 L--------------------------------------- - ---- 11 +00 12+00 13+00 "SSI 81SS ' "SS 8"SS 8"S — — — 291-LF OF SAN PVC AT 0.50% --STRUCTURE-(1) —------------------ — — — — — — 48-IN MH PER ISPWC SD-501 z STA: 10+61.13 RIM: 2646.26± IE IN: 2625.91, 8-IN PVC (E) IE OUT: 2625.81, 8-IN PVC (N) In®II p 2 X I� CUP - Main SSWR P&P Horizontal Scale: 1" = 30' MAIN: Sta. 9+00t3o 0 HORIZONTAL SCA30' VERTICAL SCALE: 22-LF OF 8-IN PVC AT 20-LF OF 8-IN PVC AT 0.50%1 EXISTING MH A.5 48-IN MH PER ISPWC SD-501 STA: 10+00, 0.00' RIM: 2644.08± IE IN: 2623.61, 18-IN PVC (S) IE IN: 2624.34, 8-IN PVC (E) IE OUT: 2623.51, 18-IN PVC (N) STRUCTURE-(1) 48-IN MH PER ISPWC SD-501 STA: 10+61.13 RIM: 2646.26± IE IN: 2625.91, 8-IN PVC (E) IE OUT: 2625.81, 8-IN PVC (N) 1 I \.-19-LF OF 8-IN PVC AT STRUCTURE-(4) 48-IN MH PER ISPWC SD-501 STA: 10+41.86 RIM: 2646.26± IE IN: 2624.65, 8-IN PVC (S) IE OUT: 2624.55, 8-IN PVC (W)- 291-LF OF 8-IN PVC AT 0.50% 1 1&1_ L■ �=_j.IO �::iiiiiiw _ �,l \ 1 Sheet Notes: 1. THE PROPOSED IMPROVEMENTS AS SHOWN ARE s PRELIMINARY IN NATURE AND INTENDED TO SHOW THE METHOD BY WHICH NECESSARY UTILITY SYSTEMS CAN BE CONSTRUCTED TO SERVE THE PROPOSED DEVELOPMENT AND ARE SUBJECT TO CHANGE. PRIOR TO CONSTRUCTION, DETAILED ENGINEERING PLANS WILL BE PREPARED FOR \/ REVIEW AND APPROVAL BY AGENCIES HAVING \ r JURISDICTION. /\ I \ Legend: 8"W WATER MAIN 7[[[ FFFFFFFF 8"SS SANITARY SEWER MAIN 3 12 SEWER MANHOLE ----- --- — — — — — — 14+00 — — — — — — — — — — — — ------------------------ 15+00 r 16+00 — 16+61.13 I FIRE HYDRANT 8"S 8"SSI 81ISS 8"SS r I 8"SS I' 299-LF OF SAN PVC AT 0.65% r STRUCTURE-(3)_ I WATER MAIN VALVE — STRUCTURE-(2)— — �48-IN MH PER ISPWC SD-501 STA: 13+52.13 — — — — — — — — — — — — --------------- �__ N — 48-IN MH PER ISPWC SD-501 STA: 16+51.07 s BLOWOFF HYDRANT Z RIM:2647.85± RIM:2649.50- IE IN: 2627.46, 8-IN PVC (E) ® ® ® ® ® ® IE OUT: 2629.40, 8-IN PVC (W) I Irk L IE OUT: 2627.36, 8-IN PVC (W) — p I®0 II 111 I Ll I Lo \/ 0 30' 60' EXISTING GROUND S--- 7 URFACE (SHOWN APPROX. ) STRUCTURE - (2) 48-IN MH PER ISPWC SD-501 STA: 13+52.13 RIM: 2647.85± IE IN: 2627.46, SAN PVC (E) IE OUT: 2627.36, 8-IN PVC (N 297LF OF 8-IN PVC AT 0.65% STRUCTURE-(3) 48-IN MH PER ISPWC SD-501 STA: 16+51.07, 0.00' RIM: 2649.50± OUT: 2629.40, 8-IN PVC (W) 2650 2645 2640 2635 2630 2625 2620 2615 VA THE LAND GROUP O y Od y y = O ■ � O 0 cc cc c � 00 CD LU c 00 O u.i 2 CD o CV 1. NOT FOR OO OO CONSTRUCTION Project No.: 122056 Date of Issuance: 04.26.2022 Project Milestone: CUP CUP Main SSWR P&P 9+00 10+00 11 +00 12+00 13+00 14+00 N 15+00 m N N 16+00 17+00 C5,01 z� n 7rrm OFF 8„w - 10+00 — ;I �I DRIVE-THRU I I� � BUILDINCs � I 4710 SQ. FT. oliii*, CUP - Cinema Dr. SWWR P&P Horizontal Scale: 1" = 30' 2655 2650 2645 2640 2635 2630 2625 T 8„W 8„W 8„W 48-IN MH PER ISPWC SD-501 STA: 10+50 RIM:2647.00± EP IE OUT: 2634.09, 8-IN PVC (E; CINEMA DR.: Sta. 10+00 -16+50 HORIZONTAL SCALE VERTICAL SCALE: 1' 1" = 30' = 3' STRUCTURE - (5) 48-IN MH PER ISPWC SD-501 STA: 10+50 RIM: 2647.00± IE OUT: 2634.09, 8-IN PVC (E) 48-IN MH PER ISPWC SD-501 EXISTING SS STRC 1 STA: 12+52.91 60-IN MH PER ISPWC SD-502 RIM:2647.74± \ STA:??? IE IN: 2632.77, 8-IN PVC (W) �svB RIM: 2651.28± IE OUT: 2632.67, 8-IN PVC (E) IE IN: 2631.33, 8-IN PVC (E) IE IN: 2631.33, 8-IN PVC (W) IE OUT: 2631.23, 8-IN PVC (S) PROPOSED FINISH GRADE AT WELLS AVE. & SEASONS AT MERIDIAN SITE (SHOWN APPROX. ) EXISTING GROUND SURFACE (SHOWN APPROX. ) ---�-- ----------� CONNECT TO EXISTING SANITARY 203-LF OF 8-IPVC AT 0.65% SEWER STUB AT TYPE "T" CLEANOUT N 71421LF20F 8-IN PVC AT 0.65% STRUCTURE - (6) 48-IN MH PER ISPWC SD-501 STA: 12+52.91 RIM:2647.74± IE IN: 2632.77, 8-IN PVC (W) IE OUT: 2632.67, 8-IN PVC (E) 64-LF OF 8-IN PVC AT 0.65% TYPE "T' CLEANOUT SS STRC 1 STA: 15+86.73 60-IN MH PER ISPWC SD-502 RIM: 2648.34± STA: ??? RIM: 2651.28± IE OUT: 2631.75, 8-IN PVC (E) IE IN: 2631.33, 8-IN PVC (E) IE IN: 2631.33, 8-IN PVC (W) IE OUT: 2631.23, 8-IN PVC (S) e cq e � N N N N N I � 0 3.0 60' Sheet Notes: ►` ��.� THE 1. THE PROPOSED IMPROVEMENTS SHOWN ARE :3 i'%.. LAND PRELIMINARY IN NATURE AND INTENDED TO SHOW E THE METHOD BY WHICH NECESSARY UTILITY SYSTEMS CAN BE CONSTRUCTED TO SERVE THE _ G R 0 U P PROPOSED DEVELOPMENT AND ARE SUBJECT TO CHANGE. PRIOR TO CONSTRUCTION, DETAILED ENGINEERING PLANS WILL BE PREPARED FOR REVIEW AND APPROVAL BY AGENCIES HAVING JURISDICTION. Legend: 8"W WATER MAIN 8"SS SANITARY SEWER MAIN SEWER MANHOLE FIRE HYDRANT ® WATER MAIN VALVE BLOWOFF HYDRANT OF 8-IN PVC AT 0.45% SS STRC 6 48-IN MH PER ISPWC SD-501 STA: ??? RIM:2650.01± IE IN: 2639.06, 8-IN PVC (E) IE OUT: 2638.96, 8-IN PVC (W) 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 2655 2650 2645 2640 2635 2630 y 016 y y = 0 cc cc c � 00 O � C AIIIIIIIIIIIII IOU w� 0 o o a, CV 1 Revisions 1. NOT FOR AOO OO CONSTRUCTION Project No.: 122056 Date of Issuance: 04.26.2022 Project Milestone: CUP CUP Cinema Dr. SWWR P&P C5,02