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HomeMy WebLinkAboutConstruction Drawings - C5.20 V1= - 0 m I I I I I I I I I I I I I I I I I I I I I BLOCK 6 I 1 �id aid aaid aid aid aid aid aid aaid I I BLOCK 6 I 1 I 29 I 1 28 I 27 26 25 O O O O^ b'n 0 O N I'M O v'N d. InN 1 r.j Cii rn`o� I O I to o^ I +o 11 ��z> t1�II �ozz I O}N oI IL I ±o> Ntoo^ +liN EXISTING PHASE 1 > I �0> Q Q Z W 126LF 12"�PVC"" �� 24 I 23 1 22 1 21 1 20 1 19 ao MLlr to c) . o, (f) O 1 C? LSj U Lu Lu _ U) W W 07 W Z U 5 5 5 3 5 5 3 __F 1 1 1 1 1 1 1 ��O I I o I I o 0) rn I m co�I10 I [ H a> Qy 6 o ' .+�o No�oi�zo o�0Mo MN MN > ^^Z �~ MN MN MN N7:Z N Z H a O NOz NOnOU-> F�> m0in O? oOz V)Oz (n Oz 14 5 32 31 30 29 25N _ I �24IQ U,I I I I I I I I I "? _ aaie aaid acid acid acid aaie aaid aaid — _ I— I I Oc.O N I O O�n O O Ou O�n I ^ O 00 II co "'0 I o, �a „,o I I coLia I NO> I NO> I "2 � I '2o> M^ I �o> ^ ^ ao> Z I I Z Z ^Z I^Z N I �^Z N I _ I N i g^ W 8„ W 8„ "� 8„ W 8„ W S. COLDITZ WAY 2 a �121�00 n 13 00 N ^^ — co 14+00 w 15+00 2720 2720 ro "Z a 2716 Iq M L 0 2716 0] ^ N H N? O � .. z z rEX. GRADE / 0 ROAD q / 2712 2712 PROP. GRADE 0 ROAD rL 12PVC STORM 2708 2708 400 LF OF 8" 0 0.427 201 LF OF 8" 0 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 WATER CONSTRUCTION NOTES 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. z o_ ® a INSTALL 12" X 12" TEE PER ISPWC STD DWG 403 WITH (1) 12"x8" ~ REDUCER AND (3) 8" GATE VALVES, PER PLAN. [If 11 SLEEVE WATER SERVICE THROUGH SEEPAGE BED PER CITY OF MERIDIAN SD—W7 w Q m SEWER CONSTRUCTION NOTES a 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. O NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER PIPE CENTERLINE. o 2. SEWER CONSTRUCTION SHALL BE PERFORMED IN ^ai ACCORDANCE TO THE ISPWC AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 500. m 3. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE v UNLESS OTHERWISE NOTED. wl 4. COVER OVER WATER MAIN SHALL BE 4 FEET. IT o m C5.40 CV Lu J W v (n Q co Lu C5.40 Q ° 13� Q o C5.10 °zs U) 0 Z w o C5.20 Z > Of IL o w J CID 2 J CO CO C5.30 CO L r Q J KEY MAP J < U = N.T.S. < o 2 H LY O Z N N N 0 0 0 N N N O 0 30' 60' 120' U) w ¢ SCALE: 1 " = 30' co ¢ ¢ 00 CD m m z 00 CO 0] w mW F � z w o ¢ U) w 0 0 0 as SEAL SS\ONAL fNC ok \CENSF0 �y� ? �n 8670 s.1;-4;2I.22o 9TF OF 0 �B�GA IL \ PA SHEET C5.20