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HomeMy WebLinkAboutConstruction Drawings - C5.10 V1 (2)WATER CONSTRUCTION NOTES aaid aalS aaid aaid � a i� ®� O 2 3 4 Warn who noco m'io you tOMo + N +`w`N `w` I o> EXISTING PHASE 1 I N o> I o z a ¢ Q I EX. SEWER SERVICE - I I I I ro r Lo +� O N Q N Lo a 0 N N N Q+^ F _ ? O N Z o N e? z F2716 �.. > N K Z Z 2712 27088 I EXISTING PIPE J 9 2704 2702 ui n N illII�I� = - �46 LF OF 8" PVC ® 0.42% LF OF 8" PVC ® 0.42% 7 orn m � r N I I M0> I 9 I I mom^ Wpm OR N N Qo? Qo> V V) rn O I o, I c� I r nM o u; o +oo +o + I +o^ I orr o+or or^m eL I M ^^r MN 11 I �N M I M N o > � > I ? > v) vo 12 NO> f1nn 0? 9 10 11 13 14 15 16 17 I I I I I I I BLOCK 6 IL v z ^ �m ^ N o� W v Z M N O V c i <O M Q ^ N H N Z 0 - . O -t W S O mro O N >> M N +� N Z Z Q ^ N F -0 2716 r / EX. GRADE 0 ROAD rL N N f > > ZE PROP. GRADE 0 ROAD rL 2712 12' PVC STORM PIPE LF OF 8" PVC ® 0.62% 230 230 LF OF 8" PVC ®0.42% 2708 r N n n M N N N N N 11+00 12+00 13+00 14+00 15+00 2704 2702 (D 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. CD REMOVE EXISTING CLEAN OUT AND MAKE COMPATIBLE CONNECTION (Y) TO EXISTING 8" SEWER MAIN. 6 U W W 2 (n NOTE: W 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER PIPE W CENTERLINE. U) 2. SEWER CONSTRUCTION SHALL BE PERFORMED IN W ACCORDANCE TO THE ISPWC AND THE MERIDIAN z SUPPLEMENTAL SPECIFICATION SECTION 500. J 3. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE = CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE C..) UNLESS OTHERWISE NOTED. Q 4. COVER OVER WATER MAIN SHALL BE 4 FEET. 2 KEY MAP N.T.S. 0Z2 H 0 0 30' 60' 120' SCALE: 1 " = 30' z 0 U CV Lu J (n W v Q cl)i 00 0 � Q �Y� W W Z (n 0 Z ILL J ILL 5 L U m CL — J cf) LL LL J_ U = � o N O N N O N N O N 00 O Lu J Q U V) m m CD 00 03 Lu z U W O (D U) W O as 0 U SEAL fNC SS\ONAL \,\CENSF� Xy� ? �n 8670 s.1;-4;21.22o rgTF OF \OPT �B�GA IL \4' SHEET C5.10 0 m