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HomeMy WebLinkAboutCDs_Sheet 7.13 WATER CONSTRUCTION NOTES /SEE SHEET 5.21 FOR ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED a / \\ \ 18 I 17 I 16 DRAINAGE DETAILS \ \ AREAS PER CITY OF MERIDIAN STANDARDS. • D r BLOCK 2 ❑2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF MERIDIAN STD DWG W1 &W2. I rrj M J M coo \\\ \\\ / D / DO D // ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF C° n J o � ri J ai L0 \ \ / • X °. / MERIDIAN STD DWG W1 &W3. D o Ln Ln + M + L N NM \\ \\ // D I I T 4 I - 4 I T C4 I � \ \ / / ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. Qli Q0 Qli QO QO � I En L.L. V) I En L.L. I c(n v~i I M \\ \ / 4o ,, •°/ ❑5 INSTALL 8" X 8"X 8" TEE. :D� I T 3 2 2 cfl 2 W n, \ , / � m � � \ CV \ e / I + r- \ I / © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. 04 + N►AT H N I I � N `V � \\ O r> o`no J C L� O I 0 \\ C j � E SEE SHEET- 7 / ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. , 10 D • • D ' • \ I I_ - - -- - - - - - - - - - - - I - --- 9 I woo � O I 6 ❑9 INSTALL 8" WATER LINE BEND WITH THRUST BLOCK. ANGLE PER _ - _ 12 � �, (n 1 76' STA: 13PHl-SSn+91 98, 6.00R PLAN. I RIM: 2702.06 11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO + o I 3 INV IN: 2692.60 8" PVC MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. w - - - - _ I / �? Il I INV IN: 2692.60 8" PVC WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO W L 3 Q O INV OUT: 2692.50 8 PVC = 8"W 8"W i 8"W 8"W 8"W MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. 0 1 286' 8"�y co En 6 11 ,v`ni - - _ - 13 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN w 11+00 12+00 ❑ 13+00 51' 1 6 �,•� 1.5' OF SEPARATION PER IDEA STANDARDS. co - I w SO 8"ss a" s s"ss s s - � _ 29' 1 $' `� SEWER CONSTRUCTION NOTES J 1 226' S. INTERNATIONAL WAY 1�� �STA: 13+75.98 8 OFF: 10.00'L- 6 "w u O INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER _ - O +00 Lu CITY OF MERIDIAN STANDARDS. 0 pQ �4 - - _ 5 1 97' O - 1 100' (� O INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPE PER p N - - - _ CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY /I D f-. . , M rn I 8"S W OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. I - ---- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - + �i (o / PH1-SSMH-13 04 _ -+ L` _ W O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF ` Q O - - - - _ _ _ _ - 1 88' Z Cc THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. e. STA: 10+68.85, 6.00R u- a 3 RIM: 2702.43 OLJ (n I - _ - - - _ ® SEWER MAIN/PRESSURE IRRIGATION CROSSING. INV OUT: 2694.44 8 PVC PH1-SSMH-12 - _ U STA: 12+94.73, 3.19R I 1g' - _ - _ _ Q O SEWER MAIN/STROM DRAIN CROSSING. d Dr RIM: 2701.46 3 - Z INV IN: 2693.09 8" PVC 3 I 31� - - - - _ _ _ GENERAL UTILITY NOTES ' C6 8" P VC Nc , D•D,Ds,l-P I r I f.I II I I I I M��► �o� M�3� INV OUT: 269c2o.99 + L I ' I M 2 00 ~Q IL Q+ UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. Q cn Lo co � LoWLoW + Ln o N to 4 M 4 Q LoLn a � L z2 BLOCK o 3 o� �+ 4 + 4 En O O I � 6Ln C 7.02 . ci13 l 0N0� � 0 lL- + LL- o 0 LL- 12 7.03 O I 7.07 �;� 7.12 0 O O o I 11 v~i 7.05 7.04 7.11 0 m / 7.09 I 10 7.06 '7.14 7.10 I I 7.13 7.08 3 I 7.16 s 2708 &INTERNATIONAL WAY 2708 7.15 7.15 O J 7.07 w z - ^ 7.11LL N Ld O ^^ W LJ Z "t co KEYMAP Q p 0000 o N.T.S - r) 00 CA p O u� cfl Z `° °o a, ao �° N W CV CA H p Q N � p+ $ oF- T n � � � _ � + OON N N W Z Q N N `° "' c p GENERAL NOTES O Q 2704 I w .. .. O I oo rn qt 0 N C/1 M o N 2704 0 J a N p z (n N > Q u- • - - - - \ _ _ _ 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK �/ W En N z p - - - - - - - - - - - -m O0 � u- z Z Z \ / OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS _ _ _ I > Q L - - - - - - - / OTHERWISE SPECIFIED ON PLANS. W ' _ _ _ _ _ _ _ _ _ _ _ = O ~ o w � \� 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA _ _ - - - - - - - - - - - - - - - - - - - - Uv) O � z z - - - - - - - - - - - - - - STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. U) - - - - - - 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. w � W > O > 2700 N N 2700 PROFILE LEGEND o - - - - - EXISTING GRADE AT ROADWAY rL N m LJ O 3 U U) 3 6" PIRR XING " PROPOSED GRADE AT ROADWAY ( � m m 12 STORM XING CD STA:12+43.24 STA:13+03.72 0 00 w w INV:2698.55 Z INV:2698.47 O z 0 = w Q a �n a 0 GRAPHIC SCALE IN FEET o o a 2696 Q oo Q 2696 0 10 20 40 IL u, a a Q O O N O Q N w pQ- �o a o 0 rn a O Z o cco W a W O O N N W a Q O II II o 0 N 26 LF OF 8" PVC C� 0.607 z Z g z Z U ui W W o 0 97 LF < OF $" LL IL Q PVC 0.40% F OF 8 PVC 0 0.40%8L � UJ UIL i J Y W � � � � U) 2692 2692 SEAL a) 5 co W c t� a o�F,SS�O EN�i L N D W T 9 � U) n 2690 2690 412 9 c Z D m C N 11+00 12+00 13+00 14+00 o 2 F<I E R g P� o a U N o m rn 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 N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES / 13 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 E 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 l� 53 OF 63 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CM digi