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HomeMy WebLinkAboutCDs_Sheet 7.12 WATER CONSTRUCTION NOTES I INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 &W3. a INSTALL 8"X 8" X 8"TEE. I © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. APN: S1226110550 a INSTALL BLOW OFF ASSEMBLY FOR FUTURE PHASE 2 (NOT A PART) CONNECTION PER CITY OF MERIDIAN STD DWG W13. o cow w 0 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK. ANGLE PER I z 0) i� mNo 00 PH1-SSMH-06 00 0 PLAN. + SEE SHEET 8.06-8.04 FOR GRAVITY STA: 13+02.30, 6.o0R + o IRRIGATION IMPROVEMENTS RIM: 2701.04 3 '2 N a wo INV OUT: 2690.98 a wo 0 Cfl w U) N zr-� N 9 7 w ro M 00 No IR \\ NCO70 \ Q \ N 46' 1 8"W 8"W 8"W 8"W \\ 9 W. GUERNSEY LN 12+00 1 195' 13+ o j \\ PH1-SSMH-04 0 + - 1 - - - - - • \\ SEWER CONSTRUCTION NOTES STA: 12+37.29, 49.49R k0 / 8"SS I -8"�S- - 8"SS - - \\ O1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER 1 INV IN: 2689.55 174' 1 RIM: 2699.74 3 90' 1 \ CITY OF MERIDIAN STANDARDS. a i \ /� \ INV OUT: 2689.45 150° \\ O2 INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPE PER \ CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF OTHE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. STA: OF : 10.0 ' mr- P OFF�10.00'�� J i I ►� 2 3 2 2 3 GENERAL UTILITY NOTES •• , . 00 00 0 � 0f I • :• . ' '�'/,q r PH1-SSMH-05 Lq I Lq 0:� Lq 0 I I r� Q� rn o z 00 7' • �Cy S STA: 11+27.87, 5.73E It o I r- 00 0 o I I rn o o- UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. �� ui RIM: 2700.1 b 3 + + °' + ``� + "� + 2 Q 0 n y Fs INV IN: 2689.94 LL- - `roi co N n - V) I'� • . INV OUT: 2689.84 a L a Q Q L L Q 0 0 co •��S'�' I 00 o I QV) o no (no VV) o V J' 6 I 5 I 4 11 I 3 I �.■■� Q co 1 �a L oQ• " BLOCK1 ■ �� 0o 7.02 o =� � M W a � 1S J3SN2Bf0 'M0 Y I 7.03 o a .m lA 00 I I 7.12 7.07 N o _ l i 8 I I I I 7.05 7.04 7.11 0 m° 7.09 E T \7 7.14 7.10 a m 7.13 7.08 3 7.16 L W. GUERNSEY ST 7.15 7.15 7.07 O J U N N 7.11 LL 0 cn 00 WO// L`' 0) 2704 00 0 2704 KEYMAP Q p Y _ a0 00 00 _ � 0 cp N N.T.S o _ o 00 00 00i 000 cn o z rnr� 0o � W Q o O N � � 6 00 _ N O (D N N Lij 0 W Z I 0 � ao N °' + � oN > al� > GENERAL NOTES O Q = o _ gm + � Q�jN V) EK z 0_ UV) 0o_ z 3 V) NM (.p I W - O W cn o% N Z _ >o < � g > > 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK 3 > Q L ] > o_ U V) O ? ? OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS yj ` OTHERWISE o p z z 2. ALL SIDEWALKS SHALL D COMPLY ON NWITH THE LATEST ADA p S. 2700 (If 2700 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W _ - - - _ N 0_ LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. z J _ - - - 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL - - - - - - - - - - - - -� CONTROL LINE AND CURVE DATA. a - - - - - - - - - - - _a - - C \ / PROFILE LEGEND o - - - - EXISTING GRADE AT ROADWAY CL N a 18" GIRR XING m 0 3 STA: 12+57.46 07 PROPOSED GRADE AT ROADWAY 2696 INV: 2697.35 2696 ~ a 3 CO co Lu W z Y z z U y GRAPHIC SCALE IN FEET = w ui 0 a 0 0 0 10 20 40 0_ U z o O Q Z y a o NORTH c z m w W N 0 �� � 2692 2692 Q o � 0 ° W Z Z Z_ U = > Z > W W W LLILL D o > J J Yam = 174LFOF8" PVCCa? 0.60% U U 0 o_ U) U) SEAL En U = w r 0 N SS\0 ui o u � D o a 275 LF OF 8" PVC @ 0.40% " � 2688 72 LF OF 8 PVC ® 0.40% 2688 OE M Z 2 � °o CD o 11+00 12+00 13+00 F 00 N o Y m F� E R 8 F� � � o EXPIRES 10/31/25 co j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING N m j UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES " / 12 a Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION o ' L 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 Whan below 52 OF 63 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call More 1di9