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HomeMy WebLinkAboutConstruction Drawings C5.10 V1APPROVED M0a22 0 30' 60' 120' SCALE: 1 " = 30' PIRR PIRRT PFR � PFR PNR PIRR PFR PFR � PFNR R � PNR � PIRR PFR PFR PFR PPIRR — F == 7 I I I I I I I I I I I I 2 1 3 1 4 1 5 6 I 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 / 1 �07 MMOpo oo O O00 pN pO� Op p O0O.Nc0 O^ ^ff� rOO _ Q•O�N NiM ++O^ Z OZ + o'o'oZ i'z N / S m2 a a a a a a a a a a a0 >/ N V) I ,n N to I to N to I ,n ,n to I a Z / a 1 1 1 1 1 1 1 1 1 1 1 N 1 / 3 5 B�Qc/f 'OxOp 8» W 7 \ 8" W 8" W 8' W 8„ 8„ W 8" W ., W 272' 8 W S. GRAYCLIFF WAY 2 2 4 11+00 12+00 13+00 14+00 15+00 16 00 3 S o o 3 11 3 11 3 4 � 1 1 1 1 1 1 1 1 1 1 1 1 I O)M QO 7or Tom 70 7oM QO 7or 7o0 7O 7 M M m � m (O (O (O (O m (O (O m N (O WO ISO ^O ^O ^� ^� r� r� r� rrN ^CV % OMB CAMS OMB M� Nrl MM^ CAMn OM^ (O Mr NM^ 0DM� OMB X 1 m 1 1 O 1 N O 1 M I 1 p 1 m N M +liN +LiN +LiN +LN + I +�N ttiN +tiN +�N t ttiN +tiN d'•. — pti II II �� II N' L> No II Moo II ao II ao II 7o II Ott II �0II O> �O> �O> �OZ �O> �O> �O> �O> �O> �O> �2 /y Q Q Z Q Q Q Q Z Q Z Q Z Q Q Z Q Z Q z in N O O O O O O O O O O 31 E 1 30 1 29 1 28 1 27 1 26 1 25 1 24 1 23 1 22 1 21 1 20 19 BLOCK 2 lO E 6 E 3 2 3 12" SD D I N V: 2711.36 18 co i i i 14 E i 1 j d `MAKE COMPATIBLE CONNECTION a TO EX. PIPE. INV=2703.24 10 , 18 t 3 1 c 00 't w3? O 7 m uO 00 cl MOO N N N H N Z Z O �>> > Z Z Z 281 LF OF 8" PVC ® 0.42% LF OF 8" PVC ® 0.42% EX. GRADE / 0 ROAD PROP. GRADE 0 ROAD PL o r EX. GRADE / 0 ROAD rL i PROP. GRADE 0 ROAD rL 330 LF OF 8" PVC ® 0.42% _ao 1 133 LF OF 8" PVC ®0.42% WATER CONSTRUCTION NOTES 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. 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. O INSTALL 22.5' BEND. o 0 INSTALL 8" X 8" TEE PER ISPWC STD DWG 403 WITH m (3) 8" GATE VALVES, PER PLAN. o 11 SLEEVE WATER SERVICE THROUGH SEEPAGE BED PER CITY OF MERIDIAN SD-W7. F 13 STORM DRAIN/WATER CROSSING. 14 INSTAL 45' BEND. ` SEWER CONSTRUCTION NOTES O1 STANDARD SEWER SERVICE LINE PER ISPWC SD-511 WITH STANDARD SERVICE MARKER PER CITY OF MERIDIAN SW3. OSLEEVE SEWER SERVICE THROUGH SEEPAGE BED PER ACHD STORMWATER DESIGN DETAIL 07. O4 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. O 00 M t0 M m O �2 t �2 2 n 04 N 04 04 N N � CN N N N N N N N N 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PXl1b-m 2712 2708 PXL4Ls 2700 2698 KEY MAP N.T.S. z z 0_ o U o m o z c O mLL • 0 o W 0 Q M N 0 1..0 J LLI 7 (n c(D) Z 1L W 2 0 o Q o J 06 Cn o z0 LLJ coa Z LL LL W Jw m � � u W `J} LL SQ J ffnn V Q V � N O N O N p Z > 7 7 7 O m m h U) LLI Q Q U Q m o0 m m CO Z 00 0 F � z U w CD = w 0 U � 0_ SEAL FVC SS\ONAL OFF' \CENSf0 �y 8670 Jtr03/04/202 2O 9TE, OF 9ejGA IL NPR SHEET C5.10