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HomeMy WebLinkAboutCDs_Sheet 7.01 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 & PH1-SSMH-26 W9. I A: 1 +1 , -46.55L El INSTALL 8" X 8"X 8" TEE. 3 IM: 2695.74 INV IN: 2685.63 W INV IN: 2685.53 E APN: S1226110255 © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. (NOT A PART) cq I O p ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. + o I 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. -// O 4 • A LEI 1go S. FARMYARD AVE N _ 5 11 STA:10+11.00 1 12' 8 1 400' . 0 800.OFF:10.00 L 8"W 801 W ,�W 8"W 8"W 8"W 8"W 8"W 8"W 8#0 ti 6 j F--- SEWER CONSTRUCTION NOTES 10 00 11+00 0 12+00 13+00 14+00 15. 5 w - - - -+ - 1 - - i - - w O1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER � CITY OF MERIDIAN STANDARDS. o. I N w O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF 8'ISS 8"SS 8"SS 1 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS LLI THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 1 275' 1 275' wz \ J a II U� ° • a GENERAL UTILITY NOTES • - --- - - -- - - - - - - - ---- - - 1 ----- - ------ - - ----- - - ------ - - ----- - - ---- - - ------ - - ----- - - ------ - - ----- - - ------ - ------ - J -- - d Z - SEE SHEET 5.21 FOR UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. /�� DRAINAGE DETAILS ui 6"PIRR 6"PIRR - 6"PIRR "PIF 6"PIRR 6"PIRR �6" IRR Q �o 00 I p 11 _ cn 00 N PH1 SSMH-24 0 III PH1-SSMH-25 STA: 12+85.45, 12.00R o N STA: 10+10.87, 12.00R \\--(DRIM: 2697.62 BURNSIDE RIDGE Z c5 CO I 3 RIM: 2696.10 BURNSIDE RIDGE INV IN: 2687.16 S ESTATES PHASE 3 0 O I INV IN: 2685.96 S ESTATES PHASE 6 INV OUT: 2687.06 N 7.01 0 o 1 1 I (NOT A PART) 7.02rl- INV OUT: 2685.86 E (NOT A PART) } rn coco J O o I > III I 7.03 Y Q c > I I I I 7.12 7.07 N0 CD O 7.05 7.04 7.11 0 m I I I 7.09 Y s 7.06 ' 7.14 7.10 2704 S. FARMYARD AVE 2704 7.13 7.08 3 7.16 7.15 7.15 w 7.07 O J z U z 7.11 � U) LL ON E00 w .. 00 o KEYMAP Q p � r N.T.S Y �� N AWN ^ 00 w Wrn N 2700 ao = a E0 2700v + Q CO N (0 F- w Z N co OR LO N Z GENERAL NOTES CD Q p F- rn Lo I w M y� 1- p J 04 W W T > Q I.L C > > _ p0 N N d OU p Z Z 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK �/ w p+ c j � OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS E N z OTHERWISE SPECIFIED ON PLANS. w > Q > > 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA " = O ~ � z z STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. U) (!1 J d U O - - - LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. z - - - - - - - - - - - - - - - - - - - - - - 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL 2696 - - - - - - - - - - - - - - - - - - - - - - - 2696 CONTROL LINE AND CURVE DATA. m \� o - - - - - - - - - - - - - - - - \ . - - N0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROFILE LEGEND o - - - - EXISTING GRADE AT ROADWAY (L �-/� Y N W I..I� ° 3 12" STORM XING PROPOSED GRADE AT ROADWAY � 3 STA:10+61.84 o 0 o INV:2693.55 ❑ m w w 2692 2692 z < U O = w co a GRAPHIC SCALE IN FEET ❑ U ❑ s = a 10 20 4 = _ a z 6 O 0 z a 0 O o Q � rn o J C6 [If 1-- O 0- o > Q N c W a d Lu � O W a Ld (V N Q O II II O " z z .z Z U > Z y o 0 2688 IL Q 2688 IL 275 LF OF 8" PVC C� 0.40q � J J Cf) i � U U Y W � ❑ a_ � � Q N com 5 W 275 LF OF 8" PVC 0.40q SEAL o � O o��SS�ONAL Eiy�i w N D o � za � � 2685 2685 92 m C 2 N 10+00 11+00 12+00 13+00 14+00 15+00 o F<I E R g P� o a U N o d EXPIRES 10 31 25 c6 j 3 CAUTION: NOTICE TO CONTRACTOR SHEET NO. C'J� UI THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 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 7.01 o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION E 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 �w,,�yN bskm 41 OF 63 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CM digi