Loading...
HomeMy WebLinkAboutCDs_Sheet 7.06 WATER CONSTRUCTION NOTES �1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED \ AREAS PER CITY OF MERIDIAN STANDARDS. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & z W9. a m N Efl INSTALL 8" X 8"X 8" TEE. ZN J _ O u7 U + a N J © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. -_ - - w H LL- Z + � w cp INSTALL BLOW OFF ASSEMBLY FOR FUTURE PHASE 2 • _- - - - o (n O w m N m N CONNECTION PER CITY OF MERIDIAN STD DWG W13. Q Ll: - m n p u- rn 0 O ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. Ln rn En o 20 _ 9 9 � R=760.00' 1 _ - INSTALL 8" WATER LINE BEND WITH THRUST BLOCK. ANGLE PER 8»� LLI Lu L=149.13' - J I M PLAN. _ - - - - o I � a P 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN - - - - - - - - - + o i + 1.5' OF SEPARATION PER IDEQ STANDARDS. LLJ +00 8 W -Lij - - 6' 1 -N _ - - - - - - _ - - - - - - N - _ ____ _ _ _- _ _ _ _L 1 6 - Q 0 20 INSTALL CITY OF MERIDIAN WATER CONTROL VALVE VAULT PER - F- DWG SINGLE WCV. CONTRACTOR SHALL INSTALL 1' OF WATER LL1 ` ~ O _ --- 13 MAIN INTO THE VAULT. CITY OF MERIDIAN WILL INSTALL THE z 8»W 1 R= 79.89' � - - 37' 1 36 1 REAMINDER. IF REQUIRED BY CITY INSPECTOR, CONTRACTOR T� J L=179.89' 4 R=734.00' SHALL INSTALL DUCTILE IRON SPOOL IN PLACE OF WCV _ STA:27+15.53 6 1 L=27.69' EQUIPMENT IN ENSURE ALIGNMENT OF WATER MAIN � 25 8"W ' 5 6 PENETRATIONS. +O0 OFF:10.00 L $»W 6 .67 „6 STA 27+42.90 SEWER CONSTRUCTION NOTES -� - -----4- - 1 R=734.00' 8 8 W 1 R=734.00' S OFF_10.00'L 26+00 R=734.00' L=27,00 -- }- 1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER S 6 =53.88 _ �� - CITY OF MERIDIAN STANDARDS. FARMYARD AVE STA:26+60.92 5 $"sS STA: 27+61.34 4 O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF OFF. 10.00 L 1 92' OFF:4.54 R THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. �hcb H1-SSMH-19 ® SEWER MAIN/PRESSURE IRRIGATION CROSSING. P *4 PH1-SSMH-20 STA: 27+68.48, 4.86R STA: 26+76.66, 6.00R 209' 1 RIM: 2711.45 3 RIM: 2708.88 3 3 INV IN: 2699.20� SW_ - y-�- - - INV IN: 2698.73 SW OD 10' 6' INV OUT: 2699.1-0- N� i-= INV OUT: 2698.63 NW 7.05 GENERAL UTILITY NOTES K SEE SHE ui E W BURNSIDE RIDGE MA-�CHL�N _ UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. Q ESTATES PHASE 3 T oo ° oo A PART) o o N(NOT 7 Q .Ei co U' O a°'i N o N n. wY M Ili + oomo c° I 7.02 7.0031N NIiO 7 CD p 0 o co 7.12 7.07 S. FARMYARD AVE 7.05 7.04 / c 7.11 a 7.09 7.06 7.14 7.10 L 3 a 7.13 7.08 N 2716 z 2716 7.16 O Lu 7.15 7.15 U '^ O 7.07 N � O aLL 7.11 Lij VJ O c 0) 'It 0)O 0) I- + rooW � � N Q N N •• KEYMAP C/) `s - 1 w z 0 N.T.S w Q .N W m U F J O LL Q L 2712 O 0LL- 2712 GENERAL NOTES 0 J � ED =I � N 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK �/ w g o p N OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS w E N � cV (D N Z> OTHERWISE SPECIFIED ON PLANS. o 1 w Z O 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = p � > > STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. U) D- 0 0 0 w z ? w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. z J M > 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL M OU CONTROL LINE AND CURVE DATA. 0 m E 2708 - 2708 PROFILE LEGEND 6" PIRR XING STA:27+61.34 - - - - EXISTING GRADE AT ROADWAY (L m Y N INV: 2707.44 U U) PROPOSED GRADE AT ROADWAY (L m 0 0 - m p 0 W 2 W w a _ - - - - - - GRAPHIC SCALE IN FEET o v o 2704 - - - - 0 2704 0 10 20 40 /Y _a IL � - O to a - O Q - - - O� 0 o _5 L - - - Q 0- o - - - a- O Lo W a - - - Lu O O W a N N Q O II II O IY " z Z ct) .z z_ U Z o N > W W LL1 WLL 2 v 'E U U i Y W � � � U) U) 2700 2700 a) SEAL 5 WUJ c t 92 LF OF 8" PVC C� 0.40% o��SS\O ENGi Lu N D U) n 2698 2698 9 c Z 4/ D 2 C 25+00 26+00 27+00 N o 2 o F<< ER gP� o a U N m w rn EXPIRES 10/31/25 c6 j 3 CAUTION: NOTICE TO CONTRACTOR Lo SHEET NO. C'J� THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING o N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 7.06 o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION S a CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING CM 46 OF 63 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CM digi