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HomeMy WebLinkAboutCDs_Sheet 7.07 WATER CONSTRUCTION NOTES r °L < , _ I ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. El INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF MERIDIAN STD DWG W1 &W2. IR I I ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 &W3. Qo i I Q ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & o II W9. \ / / - - - - / I I w © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. LL- " . w ti W ° Q / jogr � o t---- - - ----- - - ----- - - - - - - - - - / '. ° Lu O v� I z ❑7 INSTALL BLOW OFF ASSEMBLY FOR FUTURE PHASE 2 SEE SHEET 5.21 FOR I / - - - ti 14 I I J CONNECTION PER CITY OF MERIDIAN STD DWG W13. 0 DRAINAGE DETAILS W 58' 1 U5 ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. MATCHLINE SEE SHEET 7.15 I I = � a I „ (n � } .� ❑9 INSTALL 8" WATER LINE BEND WITH THRUST BLOCK. ANGLE PER ply J pco I I I p � J pM J rn 8 W Lu N PLAN. ZO p ZM N - - - -- a II I IZLNr� Z00 p QO 0 0 0 • _ O c o w ,,j n 4r LO cvo � 0i J I - - O 10+00m OOm mw m N p N ❑ INSTALL 8" X 8"X 8" X 8" CROSS. Lr)LL- tr) 0) 0 0 0 �L0 000 000 LL- � J l 0 a° o LuLo 71' 1 + z WATER LINE/SEWER MAIN CROSS Efl ING. CONTRACTOR TOL O p w a° 4 o a 4 - •a w- ---- - --- --- - --• a O-- a w J MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. D c~n - c~n a i� V) - U) -(nn O (n (nwo PH1-SSMH-18 S -8"SS - 2 n9 9 r c~n of ` 9 9 4 I 12 13 STA: 21+00.03, 6.00R 0 U _ 10 6 11 I RIM: 2704.48 3 1 87r �� 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO u1 _ _ _ _ INV IN: 2695.74 E. PIVOT DR Q MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. r I 00 INV OUT: 2695.64 \ z 6 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN m 6 6 $ 7 I 1.5' OF SEPARATION PER IDEQ STANDARDS. 1 9, 8 EX-SSMH-01 R1 220 1 8"W 8"W 1 4' 1 76' o . STA. 10+0 5, - .6 14 C AT 2 BLOW OFF. ' 3 8 10 6L CONNECT INTO EXISTING 8"WATER LINE " m 18+00 oco y e 19+00 1 12' 0 20+ - - ----- - -- - - ----- - - +-6(�� ° •. RIM: 2701.69 6 - - � -�� - - - - • m I INV IN: 2683.87 fi SEWER CONSTRUCTION NOTES cun)= 12 1 139' 1 6 S. INTERNATIONAL WAY „ w „ I _- - 4 INV OUT: 2683.77 m I 8 SS 10 r, �� 8 S N 8 SS I I O INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER 1 390' N M 1 232' iD N J I i CITY OF MERIDIAN STANDARDS. � U-) 6 1--- INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPE PER - - - 0+0 11 I T - - - - ,� - - �50: ,n4 --- - - - - --- - - - -J I , I O CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY W 7 o u-) W b o o I - _ I OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. Q � b � o rio of ( '1 + I Q cfl m / + + + O I I I I I O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF -- - - - - - - - - - - ^ + • /- - - - - - - - ---- W - -- - - - ---� W- THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. �I o0p ' Q I Qo I QO QI`°l I I I t � � I C6 0 I I N w0 •.le ► ® SEWER MAIN/PRESSURE IRRIGATION CROSSING. Lu 151 1 �j I 2708 W. PIVOT DR 2708 O5 SEWER MAIN/STROM DRAIN CROSSING. o co O 0) co 2 2 I MATCHLINE SEE SHEET 7.15 I I 2 I 3 2 2 I 2 I © TIE INTO EXISTING 48" DIAMETER MANHOLE PER DIVISION 500 OF ¢ .Ei o Ln W LO LO W LO � LO W THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. �' I � o ^ I; ^ o N r- �- v GENERAL UTILITY NOTES �' cD O °' PH1-SSMH-15 cV `n r10 N w CO oo M I 3 STA: 18+68.45 6.00R M a a 00 o _° o r� li I l� - rn - l� N l� N l� co I UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. 1� Y w RIM: 2705.89 w w w w co a QL� QO I QO Qli QO N QO QO N w INV IN: 2694.71 w T J r\ co r o o N (n O (n I (n (n o cn w w cn cn o - N co LO J 00 M F o m _ I INV IN: 2694.71 I Q Q I I I `� a co c° aD ~ 00 I 0 INV OUT: 2694.61 2 3 = _ _ � rnaNN N � ih �i �p0) � EO 7.02 7.01 Y I I I I I n_ I I 2704 o � � I � o � N 2704 i ((n ix I N Z O = + ON s 2 1 1 1 1 I W O � I 0 � N 7.03 2 0 �- u- > > (n W Z O 7.12 7.07 3 I I I a U (no � ? ? Li0E- LL- o' Z Z 7.05 7.04 ' 7.11 s 2712 &INTERNATIONAL WAY 2712 7 09 . Lu J 7.06 7.14 7.10 z LL 7.13 7.08 (n 3 / 7.16 WO// z �` 7.15 7.15o U) L.L 2700 / 2700 7.07 Q00 0 Y 00 00 - - - - - - - - - / I� ( 7.11 (n W KEYMAP W Z _ W Z o � � w Z - - - - -� � � N.T.S Q p 00 00 m N 00 2708 O �+ O N N 2708 GENERAL NOTES 0 J �-�, 3 LiCAZ Z p o0 �o 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK W 3 = O> g > > > j N p o: (0 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS o_ c� cno � ? z z = o 4co ('4CO ON W o Ln ± o N 2. ALL SIDEWALKS SHALL OTHERWISE D COMPLY NWITH THE LATEST ADA � N N -> >Op STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. U) > Q .. 2696 2696 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. z J � d Ov Le p Y z z 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL - - - - �� CONTROL LINE AND CURVE DATA. - -- - - - - - - - - - - - - - - - - - W a 2704 2704 PROFILE LEGEND LO o o > „ - - - - EXISTING GRADE AT ROADWAY rL N N O I� j m O 3 (> N O U) 3 O 2692 2692 PROPOSED GRADE AT ROADWAY O m m cD o w 0 Z Y U a 12 STORM XING O 0 = w j rr Z w Q GRAPHIC SCALE IN FEET o U o co a STA:19+97.04 6" PIRR XING 0 10 20 40 = a U 2700 INV: 2700 8 WATER XING STA:23+12.61 ,Z• o CO STA:18+52.45 INV:2696.84 �� 0 0 a o INV:2700.45 Z z �� m O 0 O W =0 F- F- (o as Q Z Q W rn O LLJ O r g LriN N o 11 0 N N a a 2688 2688 z CL z° z Li LO Q (n Iw Z U 2 > w o N W Lu W W LL 0O Q Q Q Q cn = O U U Y W 2 U) U) 2696 O 2696 8 SEAL 5 w 5 _ �FOFB.. UJ 232 LF OF 8" PVC @ 0.40% pV ASS\oNAL EN�i FN O C n 9 2694 2694 2684 2684 �2 D 18+00 19+00 20+00 21+00 2 C N o F4 4 E R g P� o a U N o m 6' EXPIRES 10/31/25 c6 j 3 CAUTION: NOTICE TO CONTRACTOR L, 2682 2682 SHEET NO. c,jo THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING c\jmo UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 11+00 10+00 9+80 7.07 ].O Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 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 �w,,�yNambsk m 47 OF 63 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CM k1mymd,