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Construction Drawings - C5.10 V1WATER CONSTRUCTION NOTES APPROVED o 0422 "8 I EX. SEWER SERVICE J �aaid aal� aaid aaid � a i� I I I I I I I I I I I I 2 3 4 Warn W noco Nr7O yoa tO 17O nor NoF MO +u-N N + N EXISTING PHASE 1 I a o >z 1 N 11 o z I o >z Q Q v) �8 t 11+00 S 12+00 M TER AVE I �t co u� co "R no + o n n o 4 in O � m 0 m d. o't V N I + O^ I I + O^ I O 0 0 I � p 0 I p 0 Q li> (n ;N > �MN I F?> n LL> aL-� u a ) o ~r vi vv)0^z 5 I 1 1 12 I I I I I I I I I I I I I I I co w g— m Z O O rn n O M r .n 0 + � O N Q 4 0 N NN - a+^N _ ? O N Z F2716 V K Z Z 2712 2708 EXISTING PIPE 9 2704 2702 TCNN: illiffelf D - r EX. GRADE / 0 ROAD rL PROP. GRADE 0 ROAD rL 230 LF OF 8" PVC 0 0.42% �46 LF OF 8" PVC 0 0.42% LF OF 8" PVC 0 0.42% 1: MH aaid aaid aaid az 5 1111 7 1 8 0 Orn pn 0 I N n I o> I I r O> I " o> I N^Z M M „ 1 +0:0____ 9 I I O ^ ^ O co � � ^ OR O N N a0> Z 0> V V) Z 1 rn 1 O M Ln U 6 6.0' W w 7 8 (n W W 5+00 15 15 (n W 2 SSMH A4 z J 2 U 4 H Q v m V o � L 1 0+ + o � nN po uQ4 n rr nN a�11 I a�N I , IoMoo N O? <�>a�> in O? o o? v~i O? m O? 13 14 15 16 17 I I I I I BLOCK 6 W N m n N O v `o r'm] Q ^ N H N Z 0 o t _.. o— .0 W O N > > n+�O N 1n �Z Z Q ^ N F _N-O 2716 „ N :�> > V) ZE Z Z PVC STORM PIPE 230 LF OF 8" PVC 0 0.62% N n n n r2 r N CN N CN N N n N 11+00 12+00 13+00 14+00 15+00 2712 2708 2704 2702 Ol POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE 2 SHEET COA. O2 POTABLE/NON-POTABLE UTILITY SERVICE CROSSING. SEE WATER NOTE 3 SHEET COA. O3 REMOVE EXISTING BLOW -OFF AND MAKE COMPATIBLE CONNECTION TO EXISTING 8" MAIN. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION. ® INSTALL SINGLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD-W1 AND SD-W2. SET METER LOCATIONS PER CITY OF MERIDIAN SD-W6. QS INSTALL DOUBLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD-W1 AND SD-W3. SET METER LOCATIONS PER CITY OF MERIDIAN SD-W6. © INSTALL FIRE HYDRANT PER CITY OF MERIDIAN SD-W8. O7 INSTALL 45' BEND. 11 SLEEVE WATER SERVICE THROUGH SEEPAGE BED PER CITY OF MERIDIAN SD-W7 SEWER CONSTRUCTION NOTES OSTANDARD SEWER SERVICE LINE PER ISPWC SD-511 WITH STANDARD SERVICE MARKER PER CITY OF MERIDIAN SW3. O3 SLEEVE SEWER SERVICE THROUGH SEEPAGE BED PER ACHD STORMWATER DESIGN DETAIL 07. 44 REMOVE EXISTING CLEAN OUT AND MAKE COMPATIBLE CONNECTION TO EXISTING 8" SEWER MAIN. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER PIPE CENTERLINE. 2. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE TO THE ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. 3. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 4. COVER OVER WATER MAIN SHALL BE 4 FEET. C5.40 C5.40 C5.20 C5.30 KEY MAP N.T.S. 2 0 Z 0 30' 60' 120' SCALE: 1 " = 30' z O H U cl O z ° Oz o U m � cli z o O U 0 m Q Lu 0 I- N 04 0 Lu J LLI v (n m Z IL W 2 0 o x Q OCL o Z w U) Oz Q O Lu > Z QLI IL Of � o L w J CO � w C j can � J< v= 0 O �o N N N CA O N CA O N CA O N Q EIE cn Lu J Q Q U U) cc 0 0 m CID 0 CO Z co ❑ ❑ F z cy) U Lu w ❑ = U o_ SEAL fNC SS\0NAL oCENSto ',y Fin � 18670 501/14/20 2O 9TF OF \QP \GA IL Nj SHEET C5.10