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HomeMy WebLinkAboutConstruction Drawings - C5.20 V1WATER CONSTRUCTION NOTES APPROVED M0a22 3 E 3 E E 3 3 D - I I I I I I I I I I I I I I I I I I I I I BLOCK 6 I I �id aid aaid aid aid aid aid aid aaid I I BLOCK 6 I 1 I I 29 I 1 28 I 27 26 25 O'i0 O�O^ Or.j 00N OWN �"'N I Cii ��o I Obi I lo I + II t 1� I ozz I N O} o> I IL I ±O> Ntoo + EXISTING PHASE 1 z> 0 I 0> Q Q Z W 126LF 12"�PVC"" 24 I 23 1 22 1 21 1 20 1 19 18 0 o' M MLlr to 0 . o, (f) 0 1 cl) Ln U H Lu W U) W W U) W Z 5 � 5 5 3 5 5 1 1 I O �li 0I 10 I 0MtN +c1 0�I1" III 1 M I 0r1 r II10 � MATCHLINE SEE SHEET - ' oN .o+00+ + +� N �M I2 e � M^1 N0 Z 12 N 'N M N NO0Z Z I H �z H�� F �> H �> HLL> H �> F¢-�> F¢-LLLi> (nO— NO— U)Oz NO? fnO? toNO O? Z _ V 0> 14 15 � 32 _ 31 30 29 28 27 26 25 �24 [If N J I I I I I I I I I aaid aaid — — aaid —acid — —aaie — — aaid — — aaid I OON I OOIn I OOm I I� �� I r O� p I r 00 I I co c."'0 I m�o I o,Lia0 I N„,o I I m oo I N0> I NO> I "2 moo I '2o> M�� I �o> I ao> Z I I z z ^z I^Z N I �^Z N I _ I N i 8" W 8„ W 8„ 8„ W 8" W S. COLDITZ WAY 2 ) ` 12+00 2 inc 13 00 ^^ rn 14+00 W 15+00 2720 2720 �co z a 2716 .M L 0 2716 0] r N H N Z O 2 w 'c a z z rEX. GRADE / 0 ROAD CL / 2712 2712 PROP. GRADE 0 ROAD rL 12PVC STORM 2708 2708 400 LF OF 8" 0 0.427 201 LF OF 8" ® 0.43% 2704 2704 2702 2702 co O rn co M 7 N N M N N N N N N 10+00 11 +00 12+00 13+00 14+00 15+00 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 CO.1. O3 REMOVE EXISTING BLOW -OFF AND MAKE COMPATIBLE CONNECTION TO EXISTING 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. O5 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. ® INSTALL 12" X 12" TEE PER ISPWC STD DWG 403 WITH (1) 12"x8" REDUCER AND (3) 8" GATE VALVES, PER PLAN. 11 SLEEVE WATER SERVICE THROUGH SEEPAGE BED PER CITY OF MERIDIAN SD-W7 SEWER CONSTRUCTION NOTES Ol STANDARD 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. 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. KEY MAP N.T.S. 2 H 0 Z 0 30' 60' 120' SCALE: 1 " = 30' z 0 H a w 0 0 Z O z o U N o Z o O — T O m Q Lu 0 0f Q I- N 0 L u J Lu v U � (0 Z LL W 2 0 o Q o J U) o z Q O Z Q 0ILL LLI w C n � J v= 0 0 Q 0 N N N CA O N CA O N CA O N Q cn Lu J Q U cc O O m m O ❑ ❑ Z c0 F z cy) ljj O Lu w ❑ = U � o_ SEAL fNC SS\0NAL o�� oCENSFo ',y Fin � 18670 S 01/14/2022 9TF OF \QP \GA IL Nj SHEET C5.20