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HomeMy WebLinkAboutCDs_Sheet 7.04 ' / / 26' - WATER CONSTRUCTION NOTES / \ 6 /+ / \ _ / / ❑1 INSTALL 8" PVC C900 WATERLINE. 4' MIN COVER IN PAVED / '• . / AREAS PER CITY OF MERIDIAN STANDARDS. / c~n '9 ••1 ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. \ / •:• ❑5 INSTALL8"X8" X8"TEE.19 \ CID \ / / • •' © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. SEE SHEET 5.21 FOR N / / '• - / 8 INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. DRAINAGE DETAILS Lo / ❑ + 4 / • •. / PH1-SSMH-13 \ CD / / / STA: 10+68.85, 6. 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN \ co Q �O / •• / / MRIM: 2702.43 1.5' OF SEPARATION PER IDEQ STANDARDS. (6o N o / / / INV OUT: 2694.44 15 INSTALL 8"X 8" X 4"TEE. i + o - _+ o - - - - - - _ - - - - - - - - - - - - _NQ. 0 - - ' ' • - - N --------- - - �� / / 16 INSTALL 4" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. / - �• 15 A . �► 17 INSTALL 4" PVC C900 WATER LINE. 4' MIN COVER IN PAVED _ - r _ ®: -T-.•• - 13 1 I • •' '. . -";-� �" =- /, Mq - • / AREAS PER CITY OF MERIDIAN STANDARDS. :ice:.• • •, I , Ll/vE S / 18 INSTALLWATER SERVICE CONNECTION PER CITY OF MERIDIAN STD DWG W5. • '•• STA: 22+68.35 .• • , ..•. 8"W 8 R=760.00' 1 8 J OFF: 20.00'L 4 '. ' - •• -• gyp, T 7 �4 l 19 INSTALL WILKENS 375ADA REDUCED PRESSURE BACK-FLOW »W 21+00 16 L=387.35' \ PREVENTER OF APPROVED EQUAL. VALVE WHEELS SHALL BE - - - L - _ 22+00 0 1 286' % - ' * \ CHAINED AND LOCKED. . . / zo+� _ 17 58' S. FARMYARD AVE 6 a - - \ �- 2 3 +p ' a m o , . • 760.00 m .• '. - - - - - -.�_•- ' - 1 R=760.00 >87.35' fn . • . . ._ j-� _ . . •- - - L=149.13' •.�. :• u? ���-t� 18 -�-�� "'-1�, ;•' " : •• ' p GENERAL UTILITY NOTES '- �• �- _ 6 PIRR �,•\ .• Uj "y UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. 6„PIRR g ui �, _� C) BURNSIDE RIDGE = , , co PRESSURE IRRIGATION SECONDARY ESTATES PHASE 3 '� ' • , V \ o 0 6„PIRR SOURCE CONNECTION TO CITY OF (NOT A PART) =�=�• Z .2 N MERIDIAN WATER. SEE SHEET 8.02 �� ` \:_ - - • n Z � N FOR CONTINUATION �. � 7.02 7.01 � o 5 ♦ } (n M y . LuO 00 m 2 L 7.03LO LO a m �•- 7.12 7.07 0 0 �� .• - . 7.05 7.04 7.11 0 m° Y 7.09 s �,, '•� 7.06 ' 7.14 v 7.10 7.13 7.08 3 7.16 7.15 7.15 w 7.07 O J LL 7.11 N U VU Q Lu O c KEYMAP Q p T N.T.S - 4 C/) �/� 06 c Luo N W' , 1 7 G\I L GENERAL NOTES Q 2704 2704 Q J 0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK W 3 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESSOTHERWISE w ON ` o 2. ALL S DEWA KS SHALL D OMP YNS.WITH THE LATEST ADA r� STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (n J LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. z 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL - - - - - - - - - CONTROL LINE AND CURVE DATA. - - - - - - 2700 _ - - - 2700 PROFILE LEGEND w - - - - EXISTING GRADE AT ROADWAY C Y p3 cV O U U) _ v PROPOSED GRADE AT ROADWAY CL 0� } a 3 � 5.: CO co 6" PIRR XING o 00 w Lu STA: 21+72.53 v u y w INV: 2696.94 GRAPHIC SCALE IN FEET O = W Q a Li 0 0 10 20 40 = w 2696 v 2696 y`l� U z a CDO Z y 2 O O J c O d o 00 Z � W Lu 0') N Lu II II 0 Q 6 O 0� W Z Z U d U' 4" WATER XING z v = o o STA: 21+06.47 Q o Q Q E INV: 2693.71 0 v v Y W y H 2692 2692 SEAL N U w r O��SS\0 EN�i w Ncn D oa Z . �' 2690 2690 2 9 � °o CD m �l`�, O 20+00 21+00 22+00 23+00 F'0�"� N m F� E R 8 F� � � o CL 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 .O A Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 4 ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION ' 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 � wl��an below 44 OF 63 C UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 11 More YMdiq